Aiming Lin Zhikun Ren
The Great Wenchuan Earthquake of 2008: A Photographic Atlas of Surface Rupture and Related Disas...
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Aiming Lin Zhikun Ren
The Great Wenchuan Earthquake of 2008: A Photographic Atlas of Surface Rupture and Related Disaster
Aiming Lin Zhikun Ren
The Great Wenchuan Earthquake of 2008: A Photographic Atlas of Surface Rupture and Related Disaster
with 121 figures
Authors Prof. Aiming Lin Graduate School of Science & Technology Shizuoka University 836 Ohya Suruga-ku Shizuoka 422-8529 Japan
Dr. Zhikun Ren Graduate School of Science & Technology Shizuoka University 836 Ohya Suruga-ku Shizuoka 422-8529 Japan
ISBN 978-7-040-15128-2 Higher Education Press, Beijing ISBN 978-3-642-03758-0 e-ISBN 978-3-642-03759-7 Springer Heidelberg Dordrecht London New York Library of Congress Control Number: 2009932898 © Higher Education Press, Beijing and Springer-Verlag Berlin Heidelberg 2010 This work is subject to copyright. All rights are reserved, whether the whole or part of the material is concerned, specifically the rights of translation, reprinting, reuse of illustrations, recitation, broadcasting, reproduction on microfilm or in any other way, and storage in data banks. Duplication of this publication or parts thereof is permitted only under the provisions of the German Copyright Law of September 9, 1965, in its current version, and permission for use must always be obtained from Springer. Violations are liable to prosecution under the German Copyright Law. The use of general descriptive names, registered names, trademarks, etc. in this publication does not imply, even in the absence of a specific statement, that such names are exempt from the relevant protective laws and regulations and therefore free for general use. Cover design: Frido Steinen-Broo, Estudio Calamar, Spain Printed on acid-free paper Springer is part of Springer Science+Business Media (www.springer.com)
Preface
The magnitude Ms 8.0 (Mw 7.9) Wenchuan earthquake occurred on 12 May 2008 in the Longmen Shan region of China—the topographical boundary between the Tibetan Plateau and the Sichuan Basin—resulting in extensive damage throughout central and western China. To understand the seismic faulting mechanism and surface deformation features associated with the Wenchuan earthquake, including rupture length, geometric characteristics, and slip distribution of co-seismic surface rupture, our survey group traveled to the epicentral area 2 days after the earthquake and undertook 10 days of fieldwork, during which time we collected fundamental data related to rupture structures and the spatial distribution of offset along faults. Based on the results of this preliminary fieldwork, we carried out additional detailed fieldwork along the co-seismic surface rupture over the following year. This photographic atlas shows the main deformation characteristics of co-seismic surface rupture and the nature of the earthquake disaster and subsequent relief operations, based on photographs taken during our field investigations. This atlas is intended not only for geologists, seismologists, and engineers as a means of furthering their understanding of the seismic mechanisms and surface rupture deformation characteristics of large intracontinental earthquakes, but also for advanced undergraduates and graduate students as a textbook. We are grateful to the many organizations and individuals who helped to make this book possible. Thanks are also due to Professor Dong Jia and Dr. Xiaojun Wu of the Nanjing University for their assistance in the field.
Aiming Lin Zhikun Ren Shizuoka May 2009
Contents
1. Tectonic Setting of the Wenchuan Earthquake ···························································1 2. Outline of Earthquake and Focal Mechanisms ·························································7 3. Outline of Co-seismic Surface Rupture ···································································· 11 3.1 Distribution of co-seismic surface rupture ························································ 11 3.2 Slip distribution of co-seismic fault ·····································································13 4. Deformation Characteristics of Co-seismic Surface Rupture ·································17 4.1 Co-seismic fault scarp ··························································································18 4.2 Co-seismic flexure-slip fold structure ·································································40 5. Relationship Between Surface Rupture and Pre-existing Active Faults ················51 6. Relationship Between Surface Rupture and Damage to Infrastructure ················57 7. Co-seismic Landsliding and Liquefaction ································································65 8. Earthquake Disaster ···································································································79 9. Relief Operations ······································································································103 References ······················································································································ 115 Index of Figures ············································································································· 117
1. Tectonic Setting of the Wenchuan Earthquake
The Longmen Shan region is characterized by high elevations of up to 4 500 m on average above sea level and topographic relief of more than 5 km over distances of less than 50 km, representing one of the steepest mountain fronts along any margin of the Tibetan Plateau. This eastern margin of the plateau is bound by the Longmen Shan Thrust Belt, which strikes northeast–southwest over a distance of ~500 km. The basement of the thrust belt is dominated by strongly folded and deformed pre-Mesozoic rocks. The Longmen Shan Thrust Belt is dominated by four major thrust faults: the Wenchuan–Maowen, Yingxiu–Beichuan, Guanxian–Anxian, and Qingchuan faults. Seismicity is generally restricted to small events in the area around the belt. The historic record of earthquakes in this region over the past 1 400 years reveals only four earthquakes of M>6 (M 6.5 in 1657, M 6.2 in 1958, 1970, and 1972), indicating a remarkable lack of large earthquakes of M>6.5 along he belt. However, our trenching surveys and field investigations carried out after the 2008 Wenchuan earthquake reveal a great Tang-Song Dynasty (~AD 800—1000) earthquake that ruptured a >200-km-long thrust fault within the Longmen Shan Thrust Belt, along which co-seismic surface ruptures developed in association with the 2008 Wenchuan earthquake. These observations constrain a millennial recurrence interval for magnitude ~8 earthquakes in this region. Geologic and paleoseismic data demonstrate that the major thrusts of the Longmen Shan Thrust Belt are currently active as the source faults of large earthquakes during the late Holocene. (Figures 1~4)
ˉˉ
20°
25°
30°
75°
70°
Epicenter of 2008 Wenchuan earthquake
India Plate 40~50 mm/yr
GPS:20 mm/yr
85°
0
100°
6 000 m
en gm n Lo
lt Be
500 km
Sichuan Basin
a Sh
t us hr T n
110° 95°
Thrust Belt within the eastern marginal zone of the Tibetan Plateau
earthquake resulted from the compressive stress associated with the eastward extrusion of the Tibetan Plateau upon the Longmen Shan
shortened by collision between the Indian and Eurasian plates at a rate of 40~50 mm/yr,and extruded eastward. The 2008 Wenchuan
Figure 1 Index map showing the epicenter of the 2008 M s 8.0 Wenchuan earthquake. The Tibetan Plateau has been uplifted and
65°
Tibetan Plateau
90°
35°
105°
40°
80°
ˉˉ
ˉˉ
7
Wenchuan
n Lo
Wenchuan earthquake focal mechnism
Dujiangyan
Yingxiu
ult Fa n we ao an h M S n ua en ch n e m W ng
2008 Wenchuan co-seismic surface rupture
Chengdu
Mianyang
Beichuan
t el B t us r h T
pre-existing active fault
Figure 2ǂShaded relief map showing the main topographic features of the Longmen Shan Thrust Belt
2008 Wenchuan Ms 8.0 earthquake epicenter
3
Qingchuan u lt n Fa a u h gc Qi n
Yi ng x Gu i uan Be x i i c a hu nAn an x Fa ian ul F t au lt
ˉˉ
7
Yi
ault
Sichuan Basin
nF a i x n
-A
ian anx
Gu
ault
nF chua
ei
u-B ngxi
a
n-M
a chu n e W
ault
nF owe
Figure 3ǂGeologic and topographic section across the Longmen Shan Thrust Belt
12 May 2008 Wenchuan Ms 8.0 earthquake hypocenter Depth:12 km
3
Tibetan Plateau
ˉˉ
Figure 4ǂPhotograph showing fold structures of the Longmen Shan Thrust Belt at Jiangyou
2. Outline of Earthquake and Focal Mechanisms
The Wenchuan earthquake was felt throughout all of China except for Xinjiang Uygur Autonomous Region and Heilongjiang Province, with the strongest shaking being felt in the areas around Sichuan Province. The epicenter of the earthquake was located in Wenchuan County. Seismic rupturing initiated south of the town of Yingxiu, propagated northeastward for ~300 km, and terminated at the town of Shazhou in Qingchuan County. Aftershocks that occurred over the month following the main shock largely concentrated in the zone along the co-seismic surface rupture. Focal mechanism solutions and field investigations reveal that seismic slip was dominated by thrusting, accompanied by a minor component of horizontal slip. The fault upon which the earthquake occurred strikes N40°E and dips to the northwest at 30°. Seismic inversion results reveal an average slip amount of 2~4 m, with a maximum of 6~7 m. These amounts are consistent with those obtained during our field investigations. (Figures 5~7 )
ˉˉ
3
7
ˉˉ 0
Wenchuan
104°E
on cti e r i ed ur t p ru Chengdu
Focal mechanism of 2008 Wenchuan earthquake
0
105°E
Mianyang
Beichuan
Qingchuan
50 km
0
1.0
2.0
3.0
4.0
5.0
Slip (m) 7.0 6.0
km 0 30
106°E
(c)
0
5
4
3
2
1
0
1
2
3
4
5
6
7
10×e18
0
L4.2
R1.7 R2.2
L0.5 R0.5
L2.0 L2.0 L2.4
L1.1
L0.2
Time (s)
100
R2.3
R0.2
R:Right-lateral offset L:Left-lateral offset
R1.0
Co-seismic offset distribution
50
Released Energy
Nishimura and Yagi, 2009, (c) data from Lin et al., 2009a
of released energy per second is consistent with that of offset distribution along the co-seismic surface rupture. (a),(b) data from
(b) Released seismic energy, (c) Distribution of slip along the co-seismic surface rupture zone. Note that the distribution pattern
Figure 5ǂFocal mechanism and seismic slip distribution. (a) Focal mechanism and seismic slip distribution on the fault plane,
31°N
32°N
33°N
20×e18
18
(b) 30×e Energy(N·m·s-1)
(a)
Vertical Displacement (m) Horizontal Displacement (m)
103°E
P ) (kNm h t -50 Dep
Figure 6ǂInSar image. InSar image showing a co-seismic surface rupture zone of up to 285 km in length, consistent with that identified in field surveys (Lin et al., 2009a). Red line indicates coseismic surface repture zone. Red star indicates the epicenter of the Wenchuan earthquake. Image courtesy by the Geographical Survey Institute of Japan
ˉˉ
ˉˉ
Seismic Information Network)
Figure 7ǂ Map showing the distribution of felt ground motions associated with the Wenchuan earthquake. Data from CSI (China
3. Outline of Co-seismic Surface Rupture
3.1 Distribution of co-seismic surface rupture Field investigations reveal that the Ms 8.0 Wenchuan earthquake of 12 May 2008 produced a 285km-long surface rupture zone along the Longmen Shan Thrust Belt, eastern margin of the Tibetan Plateau, mainly along the pre-existing Yingxiu–Beichuan, Guanxian–Anxian, and Qingchuan faults, which are three of the main active faults within the thrust belt.These faults define a leftstepping en echelon pattern with~10 km clearance. Co-seismic surface ruptures concentrated within a zone of < 50 m in width (generally < 20 m), largely following the strike of pre-existing fault traces within the thrust belt. Based on the geometry and distribution of deformation structures, the Wenchuan rupture zone can be divided into the northern, central, and southern segments. The northern segment, restricted to the fault trace of the Qingchuan Fault, extends for ~50 km, terminating at the town of Shazhou in the northeast, near the border between the Sichuan and Gansu provinces. The central segment, ~105 km in length, occurs along the northeastern segment of the Yingxiu–Beichuan Fault. The southern segment, ~130 km in length, branches into two parallel sub-rupture zones: one along the southwestern segment of the Yingxiu–Beichuan Fault between the towns of Beichuan and Yingxiu, terminating to the south of Yingxiu town, and another along the Guanxian–Anxian Fault (which forms the topographic boundary between the Longmen Shan Range and the Sichuan Basin), terminating to the south of Dujiangyan City near the epicentral area of the Wenchuan earthquake. Field investigations demonstrate that (i) the Wenchuan earthquake occurred upon pre-existing active faults of the Longmen Shan Thrust Belt; (ii) the long rupture length and large thrusting slip resulted from compressive stress associated with eastward extrusion of the Tibet Plateau as it accommodates the ongoing penetration of the Indian Plate into the Eurasian Plate; and (iii) present-day shortening strain upon the eastern margin of the Tibetan Plateau is mostly released by seismic slip along thrust faults within the Longmen Shan Thrust Belt. (Figure 8 ) ˉˉ
107°E
106°E
105°E
104°E
103°E
(a)
33°N 4
Qingchuan
elt B st ru h T Beichuan an h S 2 en 3 m ng Lo
Tibetan Plateau 32°N 3
1
Wenchuan
7
Xi an sh ui he
31°N
30°N
Sichuan Basin
Dujiangyan CENC
Fa ul t
Aftershock (2008.5.12- 6.12)
Ĺ Ĺ Ĺ
Chengdu
Yingxiu CENC Dujiangyan
104°E
103°E
102°E
101°E
7 556 m
Wenchuan
Ĺ Ĺ Ĺ
31°N Elevation (m) 6 000
2008 Ms 8.0 Wenchuan earthquake epicenter Wenchuan co-seismic surface ruture Active fault
Mt.Gongga
(b)
32°N
1 2 3 4
Wenchuan-Maowen Fault Yingxiu-Beichuan Fault Guanxian-Anxian Fault Qingchuan Fault
Qin
2008 Wenchuan co-seismic surface rupture Beichuan
uan Fault
eich Yingxiu-B
n Fault
Guanxian-Anxia
4 000 2 000 0 50
0 km
N40°E
gchu
an F
Qingchuan
ault Shazhou
Anxian
0
30
60 km
Figure 8ǂIndex map showing the distribution of co-seismic surface ruptures associated with the 2008 Wenchuan earthquake and aftershocks. Co-seismic surface ruptures mainly occurred along pre-existing active faults within the Longmen Shan Thrust Belt, along which aftershocks over the month following the quake also concentrated
ˉˉ
3.2 Slip distribution of co-seismic fault Surface rupture associated with the Wenchuan earthquake is dominated by thrusting slip along the Longmen Shan Thrust Belt, accompanied by a minor component of right-lateral slip along the central and northern segments of the zone, and by a left-lateral component along the southern segment. Co-seismic displacements measured in the field are 0.5~6.5 m in the vertical (typically 1~3 m), accompanied by an average left-lateral component of < 2 m along the 50-km-long southernmost segment of the rupture zone and an average right-lateral component of <1 m along the 150-km-long central and northern segments. Field observations indicate a maximum amount of thrust slip of ~10 m, accompanied by 9 m of shortening across the rupture zone; this finding is consistent with seismic inversion results. The rupture length and maximum vertical displacement are the largest among all intracontinental thrust-type earthquakes reported to date. (Figures 9~10 )
ˉˉ
Yingxiu-Beichuan Fault
(a)
Qingchuan Fault
Guanxian-Anxian Fault
7
Vertical Displacement (m)
6 5 4 3 2 1 0
Horizontal Displacement (m)
L0.2
L0.5
1
R0.2
R0.5
R0.5
L1.1
R1.0 R1.7
2
L2.0 L2.0 L2.4
R2.0 R2.1 R2.2
R1.8 R2.3
3
R˖Right-lateral offset L˖Left-lateral offset
4 L4.2
Co-seismic offset distribution along the Wenchuan surface rupture zone
5
(b)
N40°E Wenchuan
Qin
gchu
2008 Wenchuan co-seismic surface rupture Yingxiu CENC Dujiangyan
Fault -Beichuan
Qingchuan
Beichuan
Yingxiu
an F
ault
Shazhou ian Fault
Guanxian-Anx
Anxian
0
30
60 km
Figure 9ǂDistribution of co-seismic surface displacement along the 2008 Wenchuan rupture zone (modified from Lin et al., 2009a). Colors in (a) correspond to those in (b)
ˉˉ
(b)
°
31
23
Dujiangyan (Guanxian)
Yingxiu
°
31
5ab
7
Anxian
57,92a
Mianyang
97
14ab,30,31, 48,64,99a 15a,18,22ab,26, 27ab,64,67,70
63,82a
28b,37,41ab,49~52, 58~60,68ab,69,72~79ab, 71,82b 84~86,94~96,107ab
Beichuan
1
12ab,13ab,28a,34, 38ab,100~105,108~110
6,24,61ab,62
99b
16abc,17, 39,80a
29ab, 53ab, 93ab
Chengdu
8ab~11,47
33ab
2ab~4ab
Wenchuan
32
°
20,36ab,111
Qingchuan
°
19,32
50 km
Shazhou
56ab,106
33
N
°
°
Pre-existing active Fault
50 km
33
(b) showing the locations of photographs presented in this atlas
Figure 10ǂLandsat image (a) showing the topographic features and distribution of 2008 co-seismic surface ruptures, and index map
87,91,92b
21a,25
80b
CENC
15b,21b,46ab, 54abc,55ab,65,66, 81,83,88ab~90ab
32
Shazhou
Qin g chu an F Qingchuan ault
2008 Wenchuan co-seismic rupture
Mianyang
35,40,42~45
Sichuan Basin
2008 Wenchuan Ms 8.0 earthquake epicenter
Chengdu
Beichuan
Anxian
Yingxiu-Beichuan Fault
Guanxian-Anxian Fault
Yingxiu
Dujiangyan (Guanxian)
CENC
Longmen Shan Wenchuan Wenchuan-Maowen Fau lt
5°
(a)
3°
10
3°
10
4°
10
4°
10
10 5° 10
ˉˉ
4. Deformation Characteristics of Co-seismic Surface Rupture
Surface rupture zone associated with the Wenchuan earthquake is defined by distinct thrust faults, fault scarps, shortening structures (e.g., folds and mole track structures), and numerous extensional fractures. Co-seismic fault scarps are generally characterized by complex surface morphology, and thrusting and folding structures. The fault planes on which the main slip occurred were observed at several locations, striking N10°~50°E and dipping to the northwest at an average of ~30°. Fault planes observed within basement rocks generally dip at a high angle (>50°) and have a linear surface trace. Fold structures are characterized by flexure-slip folds and mole tracks, generally developed within alluvial deposits, river channels, and sealed road surfaces, and mainly restricted to within a <100-m-wide corridor (generally<50 m) about coseismic thrusting fault scarps within the co-seismic surface rupture zone. (Figures 11~48 )
ˉˉ
ˉˉ
Figure 11 Co-seismic fault scarp cutting across a sealed road (vertical offset, 2.5 m). View to the north. Location:
~1km southeast of the Beichuan town
4.1 Co-seismic fault scarp
(a)
(b)
Figure 12 6.5-meter-high fault scarp formed on the lower terrace. (a) This site records the largest vertical offset along the entire co-seismic surface rupture zone. View to the south. (b) Vertical offset of a river channel, where a small waterfall subsequently formed. View to the northwest. Location: Shenxigou village
ˉˉ
ˉˉ
Figure 13 Five-meter-high co-seismic fault scarp formed within an alluvial fan. View to the north. Location: Yanyan village
(a)
(b) Figure 14 Co-seismic fault scarp cutting across the bent road. (a) The road built across an alluvial fan was offset vertically by 4.8 m. View to the southeast. (b) Front face of the coseismic fault scarp shown in (a). View to the northwest. Location: Yanyan village
ˉˉ
(a)
(b) Figure 15 Co-seismic fault scarp formed on the river channel and road. (a) Road across a terrace riser was offset vertically by 2.5 m. View to the northwest. (b) The lower terrace riser was offset vertically by 2~2.5 m. View to the northeast. Location: Jiulong town
ˉˉ
Figure 16 Destroyed houses sited upon a co-seismic fault scarp (vertical offset, 3 m). View to the northwest. Location: Quanshui village
Figure 17 Fault scarp developed across a road (vertical offset, 2.5 m). View to the northwest. Location: Wulangmiao village
ˉˉ
(a)
(b) Figure 18 Co-seismic fault scarps developed upon a terrace riser (vertical offset, 4.6 m). (a) View to the northwest, (b) View to the southwest. Location: Bajiaomiao village, Hongkou town
ˉˉ
(a)
(b) Figure 19 Co-seismic fault scarps developed within basement rocks. (a) Fault scarp exposed in a river channel (vertical offset, 4~5 m). View to the souhwest. (b) Fault plane developed within basement rocks, along which seismic slip occurred. View to the southeast. Location: Bajiaomiao village, Hongkou town
ˉˉ
(a)
(b) Figure 20 Slickensides upon a co-seismic fault plane developed within basement rock. (a) Fault scarp and fault plane. (b) Vertical striations indicate thrusting upon the fault plane. (a),(b) View to the northwest. Location: Bajiaomiao village, Hongkou town
ˉˉ
Figure 21
Close-up view of the striations on the co-seismic fault plane. View to the
northwest. Location:Bajiaomiao village,Hongkou town
ˉˉ
(a)
(b) Figure 22 Thrust fault scarp formed upon the lower terrace riser. (a) The terrace was offset vertically by 2 m (central-upper part of the photograph). Dip angle of the fault plane is ~30e. View to the southwest. (b) The road upon the river flat was offset vertically by 1 m with a right-lateral slip component of 1 m. View to the northwest. Location: Hanwang town
ˉˉ
(a)
(b) Figure 23 Displaced river channel and bank. (a) The bank was offset vertically by 2 m. View to the northeast. (b) Close-up view of the offset of river channel shown in (a). View to the northwest. Location: Hanwang town
ˉˉ
(a)
(b) Figure 24 Displaced river channel and lower terrace riser (vertical offset, 1~1.5 m ). (a) View to the northwest. (b) Close-up view of (a). View to the northeast.
ˉˉ
Location: Pingtong town
(a)
(b) Figure 25 Displaced river channel (vertical offset, 0.5~1 m). (a) View to the southwest. (b) View to the north. Location: (a) South of the Pingtong town, (b) Yingxiu town
ˉˉ
ˉˉ (c)
the southwest. Location: Xiaoyudong town
extension of the fault scarp shown in (a). The road was offset sinistrally by 1.0 m. (b) View to the northeast, (c) View to
distance between the two men standing in the left side of the photograph). View to the southwest. (b),(c) Southeast
Figure 26 NW-trending fault scarp. (a) The fault scarp records 2.2~m vertical offset and 4.2 m sinistral offset (the
(b)
(a)
Figure 27 Trees along a co-seismic fault scarp are tilted and dying as a result of earthquakerelated damage (photograph taken on 19 July 2008). View to the northwest. Location: Xiaoyudong town
Figure 28 Two-meter-high fault scarp formed upon the lower terrace riser. The road was offset dextrally by 1m. View to the northwest. Location: ~1km south of the Pingtong town
ˉˉ
Figure 29 Displaced road (vertical offset, 0.3 m).Located at the northeastmost end of the coseismic surface rupture zone. View to the northeast. Location: 1 km south of the Qingchuan town
Figure 3 0
The road was offset dextrally by 0 .3 m. View to the southeast. Location:
Guanzhuang town
ˉˉ
(a)
(b) Figure 31 Fault scarp formed on the road. (a) Displaced road at the southwestern end of the co-seismic surface rupture (vertical offset, 0.5 m). (b) Displaced road (vertical offset, 3.2 m). (a),(b) View to the northwest. Location: (a) 3 km south of the Yingxiu town, (b) Yingxiu town
ˉˉ
(a)
(b) Figure 32 In situ measurement of the amount of strike-slip offset along a co-seismic surface rupture. (a) Measurement of the dextral strike-slip offset along a man-made stone wall. (b) The stone wall was offset dextrally by ~1 m. (a),(b) View to the southeast. Location: ~1 km south of the Pingtong town
ˉˉ
ˉˉ
Dujiangyan City
Figure 33 Extensional crack occurred on the mountain slope. View to the northeast. Location: ~10 km northwest of the
Figure 34 Co-seismic fault scarp formed on a mountain slope (vertical offset, ~3.0 m). View to the southwest. Location: Quanshui village
ˉˉ
Figure 35 Five-meter-wide co-seismic surface rupture zone developed across a sealed road. View to the northeast. Location: 4 km south of the Yingxiu town
ˉˉ
ˉˉ
Figure 36 Co-seismic flexure-slip fold structure formed on the lower terrace riser.It was offset vertically by 5.15 m. The
farmed. View to the west. Location: ~1 km south of the Pingtong town
path was offset dextrally by 1 m. The terrace riser was covered by many small-short woods in which mushrooms were
4.2 Co-seismic flexure-slip fold structure
(a)
(b) Figure 37 Co-seismic flexure-slip fold structure formed within a wheat field. (a) Front face of the fold structure. View to the northwest. (b) Southwest extension of the flexure-slip fold scarp shown in (a) Prior to the Wenchuan earthquake, the left- and right-hand sides of the structure formed a continuous horizontal surface. View to the northeast. Location: ~1 km south of the Pingtong town
ˉˉ
(a)
(b) Figure 38 Flexure-slip fold structure developed across a sealed road. It was horizontal prior to the earthquake and was offset vertically by 2 m. The buildings to the right of the road collapsed during the earthquake. (a),(b) View to the northwest. Location: (a) Hanwang town, (b) Beichuan town
ˉˉ
(a)
(b) Figure 39 Flexure-slip fold structure formed within the schoolyard of Bailu Middle School. (a) The schoolyard was offset vertically by ~2 m.View to the northeast. (b) Mole track structure developed in front of the flexure-slip fold structure. View to the northwest. Location: Bailu town
ˉˉ
Figure 40 Flexure-slip fold structure developed within a wheat field. The buildings (right side of the photograph) on the fold scarp were tilted and damaged. View to the northwest. Location: Pingtong town
Figure 41 Flexure-slip fold structure developed within a river channel and lower terrace risers. The northwest side of the structure (upper right) was uplifted by 1~2 mˈwhere the buildings (lower right) were collapsed. View to the south. Location: Pingtong town
ˉˉ
ˉˉ
Figure 42 Folded road surface. The buildings were damaged. View to the northeast. Location: Qingchuan town
(a)
(b) Figure 43 Angular-type mole track structures developed within a section of sealed road. (a) View to the northwest. (b) Close-up view of the mole track structure shown in (a). View to the northeast. Location: Gaoyuan village
ˉˉ
Figure 44 Mole track structure developed upon a section of sealed ground surface. View to the southwest. Location: Hanwang town
Figure 45 Broken and shortened section of sealed road. View to the southwest. Location: Leigu town
ˉˉ
ˉˉ (b)
Guanzhuang town, (b) Guanzhuang substation
Figure 46 Mole track structure developed upon a section of sealed ground surface. (a),(b) View to the north. Location: (a)
(a)
ˉˉ
Figure 47 Suspension bridge bent and damaged by strong ground motions. View to the southwest. Location: Beichuan town
(a)
(b) Figure 48 Deformation of the railway line led to overturning of the train. (a) View to the east, (b) View to the west. Location: Hanwang town
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5. Relationship between Surface Rupture and Pre-existing Active Faults
Field observations indicate that the co-seismic surface rupture of the Wenchuan earthquake occurred along pre-existing active faults of the Longmen Shan Thrust Belt along a distance of ~285 km. Co-seismic surface ruptures occurred on pre-existing active fault scarps that record the accumulated co-seismic vertical offsets associated with multiple seismic events. The aftershocks of magnitude > 4 that occurred during the month following the Wenchuan earthquake were concentrated along a ~300 km section of the co-seismic surface rupture zone. Analyses of InSar images reveal that surface deformation is restricted to a 285-km-long zone, coincident with the co-seismic surface rupture zone identified in the field. The results of field investigations, in combination with seismic and geodesic data, indicate that the distribution of co-seismic surface ruptures was mainly constrained by the orientation of pre-existing thrust faults of the Longmen Shan Thrust Belt. (Figures 49~56)
ˉˉ
Figure 49 Co-seismic fault scarp developed within a river channel and terrace risers along a pre-existing active fault scarp. Vertical offset associated with the 2008 Wenchuan earthquake was about 2~3 m. The total height of the fault scarp on the terrace risers is up to 5~10 m. View to the southwest. Location: Xiaoyudong town
Figure 50 Co-seismic fault scarp (fresh slope in the central-upper part of the photograph) duplicated upon a pre-existing active fault scarp. The total scarp height is >5 m, and the coseismic vertical offset associated with the 2008 Wenchuan earthquake at this site was 2~3 m. View to the northwest. Location: Pingshang village
ˉˉ
(a)
(b) Figure 51 Pre-existing fault scarp in the town of Beichuan. (a) Ten-meter-high pre-existing active fault scarp developed along the boundary between a mountain range and basin. View to the northwest. (b) Close-up view of photograph (a). A 2~3-meter-high co-seismic fault scarp was developed in the lower part (indicated by the shovel) of the pre-existing fault scarp. (a),(b) View to the northwest. L ocation: Beichuan town
ˉˉ
Figure 52 Co-seismic fault scarp duplicated on a pre-existing active fault scarp.The preexisting scarp indicated by the man-made stone wall (centre-right part of the photograph). The total height of the fault scarp is 5.4 m, including a co-seismic vertical offset of 2.8 m. View to the southwest. Location: Leigu town
Figure 53 Co-seismic fault scarp developed within a corn field (SW extension of the fault scarp shown in Figure 52). View to the southwest. Location: Leigu town
ˉˉ
Figure 54 Co-seismic fault scarp duplicated upon a pre-existing active fault scarp. The preexisting scarp was indicated by the man-made stone wall (oriented horizontally within the central part of the photograph; a man is standing in front of the wall). View to the northwest. Location: Leigu town
Figure 55 Collapse of the pre-existing active fault scarp.It was indicated by the collapse of a man-made stone wall (beneath the large tree on the left-hand side of the photograph). A co-seismic surface rupture developed in the lower part of the scarp. The total height of the fault scarp is ~6 m, which includes 2~3 m of vertical co-seismic offset. View to the northwest. Location: Pingshang village
ˉˉ
(a)
(b) Figure 56 Co-seismic fault scarp duplicated upon a pre-existing active fault scarp and damaged constructions.(a) A co-seismic surface rupture developed in the lower part of the scarp upon the sealed road. The total height of the fault scarp is ~7 m, which includes 3.2 m of vertical co-seismic offset. View to the northwest.(b) Full view of the trench across the fault scarp shown in photograph (a). All constructions located in the both sides of the co-seismic fault scarp were destroyed. View to the southeast. Location: Yingxiu town
ˉˉ
6. Relationship between Surface Rupture and Damage to Infrastructure
Many densely populated cities located upon and close to surface ruptures associated with the Wenchuan earthquake were strongly damaged or even decimated during the event. Field investigations reveal that two of the severely damaged towns (Beichuan town and Yingxiu town) located on a co-seismic surface rupture zone developed along the Yingxiu-Beichuan Fault. Most of the buildings sited on or across co-seismic surface ruptures was seriously damaged or destroyed, whereas other buildings located just several meters from seismic ruptures were only slightly damaged. A closely related group of phenomena that caused great damage to structures following the earthquake comprises landslides, rock falls, and mud-rock flows, all of which were associated with pre-existing active faults on which co-seismic ruptures developed. (Figures 57~66)
ˉˉ
Figure 57 Destroyed houses located across a co-seismic fault scarp. View to the north. Location: Bajiaomiao village, Hongkou town
Figure 58 Destroyed constructions located across a co-seismic fault scarp. View to the northwest. Location: Pingtong town
ˉˉ
Figure 59 Damaged and destroyed constructions along a co-seismic fault scarp that passes through the bridge in the central part of the photograph. The right-hand side of the scarp was uplifted by ~1~2 m. View to the south. Location: Beichuan town
Figure 60 Destroyed buildings located along a co-seismic fault scarp. The left-hand side of the scarp was uplifted by ~1~2 m. View to the northwest. Location: Beichuan town
ˉˉ
Figure 61 Damaged and destroyed roads and buildings along a co-seismic fault scarp. View to the northwest. Location: Beichuan town
Figure 62 The first floor of a student dormitory at Beichuan Vocational School was crushed. A co-seismic surface rupture passes beneath the central part of the building. The area to the left of the scarp was uplifted by ~0.5 m. View to the northwest. Location: Northern Beichuan town
ˉˉ
(a)
(b) Figure 63 Co-seismic flexure-slip fold scarp formed within the schoolyard between two buildings at Bailu Middle School. (a) The schoolyard was offset vertically by ~2 m. Note that the two buildings are largely undamaged. View to the northeast. (b) The schoolyard that includes the two undamaged buildings will be preserved as an earthquake museum. The buildings are referred to as ĀThe strongest buildings against the force of the earthquakeā. View to the northwest. Location: Bailu Middle School
ˉˉ
ˉˉ
(c)
(a),(b),(c) View to the northwest. Location: Yingxiu town
of the photograph (a). The co-seismic surface rupture occurred along the pre-existing fault scarp (central-upper part of the photograph).
Close-up view of the left part of the photograph (a). The collapsed buildings of the Yingxiu Middle School.(c) Close-up view of the right part
between a mountain range and adjacent basin. The flat part of the ridge (right-central part of the photograph) is the Yingxiu substation. (b)
Figure 64 Damaged Yingxiu town.(a) Co-seismic surface rupture developed along a pre-existing active fault scarp that marks the boundary
(b)
(a)
(a)
(b) Figure 65 Damaged Yingxiu substation and co-seismic surface rupture. (a) Co-seismic surface rupture developed along a pre-existing fault scarp (marked by the man-made stone wall). View to the northwest. (b) The Yingxiu substation was destroyed and many telegraph poles were broken during the 2008 Wenchuan earthquake. View to the south. Location: Yingxiu town
ˉˉ
(a)
(b) Figure 66 Damage arising from the 2008 Wenchuan earthquake at the northeastern end of the co-seismic surface rupture zone. (a) Collapsed constructions within the town of Shazhou. (b) The first floor of building was crushed. (a),(b) View to the northwest. Location: Shazhou town, Qingchuan County
ˉˉ
7. Co-seismic Landsliding and Liquefaction
Landsliding and liquefaction induced by the 2008 Wenchuan earthquake caused extensive damage and casualties over a wide area along pre-existing active faults within the Longmen Shan Thrust Belt. The results of fieldwork and analyses of Landsat images demonstrate that earthquakeinduced landslides were mainly restricted to a corridor of < 18 km in width about the coseismic surface rupture zone, along pre-existing active faults. Numerous sand boils formed over wide areas along and near co-seismic surface ruptures in association with earthquake-induced liquefaction, generally within river channels and upon river flats, where vents are generally aligned along the surface rupture zone. Some of the sand boils are similar in geometry to volcanic calderas. (Figures 67~81)
ˉˉ
ˉˉ
southwest. Location: Laohuzui, Anxian County
Figure 67 Large earthquake-induced landslides dammed a valley and traffic fortress to the intermountain areas. View to the
ˉˉ
Earthquake-induced landslides and destroyed constructions in the town of Beichuan. View to the northwest. Location:
Beichuan town
Figure 68
ˉˉ
Figure 69 Buildings damaged by earthquake-induced landslides. View to the east. Location: Beichuan town
(a)
(b) Figure 70 Buildings struck by large rocks associated with an earthquake-induced landslide. (a),(b) View to the south. Location: Beichuan town
ˉˉ
ˉˉ
(b)
faults
earthquake-induced landslides (blue areas) and co-seismic surface ruptures (red lines) that developed along the pre-existing active
earthquake. White–black lines indicate pre-existing active faults. (b) ALOS image acquired on 4 June 2008, showing Wenchuan
Figure 71 ALOS image of the Gaochuan region. (a) ALOS AVNIR 2 image acquired on 31 March 2007, before the 2008 Wenchuan
(a)
Figure 72 Dam developed from material supplied by an earthquake-induced landslide. View to the southwest. Location: 2~3 km northwest of the Gaochuan village
Figure 73 Temporary lake that formed behind an earthquake-induced landslide. The landslide buried an entire village of more than 200 people. View to the southwest. Location: Guixi village
ˉˉ
Figure 74
Small-scale landsliding witnessed during field investigations. View to the
northwest. Location: Pingtong town
ˉˉ
Figure 75 Truck struck by a large rock displaced during an earthquake-induced landslide (photograph taken on 21 July 2008). View to the southeast. Location: Yingxiu town
ˉˉ
ˉˉ
Figure 76 A monument rock to the 5.12 Wenchuan earthquake. The large rock shown in Figure 75 is now preserved as a monument
to the Wenchuan earthquake (photograph taken on 17 October 2008). View to the northwest. Location: Yingxiu town
Figure 77 Sand boils formed by liquefaction developed upon a river flat, with a shape resembling that of a volcanic caldera. View to the northwest Location: ~1 km south of the Pingtong town
ˉˉ
(a)
(b)
Figure 78 Liquefaction and extensional cracks developed upon a river flat. (a) view to the south,(b) View to the southeast. Location: Beichuan town
ˉˉ
Figure 79 Sand boils developed in association with liquefaction that occurred within an extensional crack. Location: Beichuan town
Figure 80 Sand boils developed in association with liquefaction that occurred along an coseismic surface crack. Location : ~1 km south of the Pingtong town
ˉˉ
ˉˉ
Figure 81 Sand flow arising from liquefaction developed upon a river flat. View to the north. Location: Southern Nanba town
8. Earthquake Disaster
The lack of earthquake-proofing in building construction has been cited as one of the main reasons for the widespread destruction in urban areas. Field investigations reveal that not only were buildings constructed on or across co-seismic surface ruptures seriously damaged or destroyed, but that wooden or reinforced-concrete structures with or without earthquake-proofing were seriously damaged or destroyed throughout a wide area surrounding the co-seismic surface rupture zone. (Figures 82~107)
ˉˉ
ˉˉ
Figure 82 Views of the town of Beichuan following the Wenchuan earthquake (photograph taken on 19 May 2008, 1 week after the
earthquake). View to the northwest. Location: Beichuan town
ˉˉ
2008, after the flood of September 24). View to the northwest. Location: Beichuan town
Figure 83 Secondary damage of the town of Beichuan caused by the flood after earthquake (photograph taken on 12 October
(a)
(b) Figure 84 Damage to buildings and a Chinese gate. (a) Building damaged (but not collapsed) by large blocks that formed part of an earthquake-induced landslide (photograph taken on 19 May 2008). (b) Collapsed Chinese gate and adjacent buildings damaged by floodwaters following the Wenchuan earthquake (photograph taken on 24 July 2008). (a),(b) View to the northwest. Location: The town of Beichuan
ˉˉ
(a)
(b)
Figure 85 Damaged new downtown of Beichuan. (a) View of the devastated new town of Beichuan (photograph taken on 19 May 2008, 1 week after the Wenchuan earthquake). (b) Close-up view of collapsed buildings. (a),(b) View to the south. Location: Beichuan town
ˉˉ
(a)
(b)
Figure 86 Secondary damage to the town of Beichuan arising from flooding following the Wenchuan earthquake (photographs taken on 24 July 2008). (a) The town of Beichuan is largely buried by driftwood deposited by the floodwaters . View to the northwest. (b) Buildings destroyed by the flood. View to the west. Location: Beichuan town
ˉˉ
(a)
(b)
Figure 87 The town of Beichuan was largely buried by driftwood and sand-clay driftwood flow caused by the flood. (a),(b) photographs taken on 24 July 2008. View to the northwest. Location: Beichuan town
ˉˉ
(a)
(b)
Figure 88 Buildings destroyed by the flood (photograph taken on 24 July 2008). The traces of floodwaters remained on the walls of damaged buildings. (a),(b) View to the northwest. Location: Beichuan town
ˉˉ
(a)
(b)
Figure 89 Destroyed Beichuan Middle School. (a) School gate. View to the west. (b) The collapsed school buildings. View to the northwest. Location: Beichuan town
ˉˉ
(a)
(b)
Figure 90 Constructions submerged within a temporary lake formed behind an earthquakeinduced landslide. (a) photograph taken on 20 July 2008, (b) photograph taken on 21 July 2008. (a)View to the northwest, (b) View to the southwest. Location: (a) Zhoujiawan village, north of Donglinshi, (b) ~10 km southwest the Xuankou town
ˉˉ
ˉˉ
Figure 91 Collapsed road. View to the southeast. Location: 1 km south of the Yingxiu town
(a)
(b)
Figure 92 Collapsed bridge. (a),(b) View to the northwest. Location: (a) Chenjiaba village, (b) Nanba town
ˉˉ
Figure 93 Crushed second floor of a building under construction. View to the southeast. Location: Yingxiu town
Figure 94 Crushed first floor of the Beichuan Hotel. View to the south. Location: Beichuan town
ˉˉ
Figure 95 Buildings damaged by an earthquake-induced landslide. View to the southeast. Location: Beichuan town
ˉˉ
Figure 96 The first floors of many buildings in the town of Beichuan were crushed during the Wenchuan earthquake. View to the south. Location: Beichuan town
Figure 97
Collapsed reinforced-concrete buildings. View to the northwest. Location:
Dujiangyan City
ˉˉ
(a)
(b)
Figure 98 Destruction of the Yingxiu substation. (a) Many telegraph poles were broken. View to the northwest. (b) Reinforced-concrete telegraph poles were broken. View to the southeast. Location: Yingxiu town
ˉˉ
ˉˉ
Figure 99 Collapsed buildings at Yingxiu Middle School. View to the northwest. Location: Yingxiu town
(a)
(b)
Figure 100 Collapsed buildings at the Yingxiu town. (a),(b) View to the northeast. Location: Yingxiu town
ˉˉ
ˉˉ
Figure 101 Collapsed house (Qinyanlou), located on the edge of Dujiangyan Dam. View to the west. Location: Dunjiangyan Dam
(a)
(b)
Figure 102 Collapsed wooden houses. (a) View to the southeast. (b) View to the northwest. Location: (a) Laohuzui, Anxian County, (b) 2 km north of Dujiangyan City
ˉˉ
(a)
(b)
Figure 103 Damage to the Sino–French Bridge at Bailu Middle School. (a) View to the northeast, (b) View to the northwest. Location: Bailu town
ˉˉ
ˉˉ
Location: Beichuan town
Figure 104 All of the buildings along this street in the town of Beichuan were damaged or collapsed. View to the south.
Figure 105 Damage to a river bank and bridge. View to the northeast. Location: Beichuan town
Figure 106 Collapsed buildings in the town of Beichuan. View to the southwest. Location: Beichuan town
ˉˉ
ˉˉ
Location: Jiangyou City
Figure 107 The tower on a building was broken during the earthquake and slid along the roof surface. View to the northeast.
9. Relief Operations
Immediately following the Wenchuan earthquake, rescue-relief troops dispatched by the Chinese Government and numerous domestic and international volunteers arrived at devastated areas, seeking to quickly locate and rescue survivors under dangerous conditions before turning their attention to preventing outbreaks of disease and rebuilding lives in the days and weeks that followed. (Figures 108~121)
ˉˉ
ˉˉ
Figure 108 Volunteer nurses leaving for the devastated area. Location: Chengdu International Airport
(a)
(b)
Figure 109 Searching for survivors within the debris of collapsed buildings. Location: (a) Pingtong town, (b) Mianzhu City
ˉˉ
Figure 110 Relief operations were mounted under dangerous conditions. Location: Hanwang town
Figure 111 Rescuing the injured from an area hit by a landslide. Location: Hanwang town
ˉˉ
ˉˉ
Figure 112 Administering first aid to the injured at a river flat. Location: Hanwang town
Figure 113 Administering first aid to the injured. Location: Hanwang town
Figure 114 An injured rescue team member. Location: Hanwang town
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ˉˉ
Figure 115 Rescue corps helping the earthquake victims to run away from a devastated area. Location: Hanwang town
(a)
(b)
Figure 116 Rescue corps cutting away the debris of collapsed buildings to reach survivors (a), (b). Location: Shazhou town
ˉˉ
(a)
(b)
F i g u r e 11 7
Plague-protected rescue. (a) Plague-protected rescue corps working in
devastated areas. (b) Disinfecting collapsed buildings. Location: Beichuan town
ˉˉ
Figure 118 Earthquake victim running away from a devastated area. Location: Hanwang town
Figure 119 Earthquake victims mourning their losses. Location: Hanwang town
ˉˉ
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Figure 120 Babies awaiting to be reunited with missing mothers. Location: Hanwang town
ˉˉ
Figure 121 Hope for the future: volunteers (university students) teaching pupils in a tent after the Wenchuan earthquake.
Location: Guanzhuang town
References
[1] China Earthquake Networks Center (2008) Rupture Process of the 2008 Ms 8.0 Wenchuan Earthquake (2008≊Ꮁ8.0㑻ഄ䳛ഄ㸼⸈㺖䖛). http://www.cenc.ac.cn. Accessed 15 May 2008 [2] China Earthquake Information Networks Center (2008) Speuial lssue of the 2008 Ms 8.0 Wenchuan Earthquake (2008≊Ꮁ8.0㑻ഄ䳛ϧ䕥). http://www.csi.ac.cn. Accessed 12 May 2008 [3] Geographical Survey Institute (2008) Analytic Results of PALSAR Data for Sichuan Earthquake. http://www.gsi.go.jp. Accessed 15 May 2008 [4] Harvard University (2008) Global CMT Catalog, 200805120628A Eastern Sichuan, China. http://www.globalcmt.org. Accessed 12 May 2008 [5]
Lin A, Jia D, Ren Z, et al (2008) Reports on the coseismic surface rupture and related disasters associated with the Mw 7.9 Wenchuan earthquake, China (2008ᑈMW 7.9Ё≊Ꮁ ഄ䳛ȃഄ㸼ഄ䳛ᮁሸǽ㹿ᆇ⢊⊕ȃ䗳ฅ). Journal of Geography, 117(3), 593-598
[6]
Lin A, Ren Z, Jia D, et al (2009a) Co-seismic thrusting rupture and slip distribution produced by the 2008 Mw 7.9 Wenchuan earthquake, China. Tectonophysics, 47(3-4), 203-215
[7]
Nishimura N, Yagi Y (2008) Preliminary results of coseismic-slip for the 2008 Mw 7.9 Wenchuan Earthquake, Southwest China, 2008 (2008ᑈ5᳜12᮹ЁಯᎱⳕǼⱎǬǴᎼ ഄ䳛) http://www.geol.tsukuba.ac.jp. Accessed 12 May 2008
[8]
Ren Z, Lin A (2009) Co-seismic landslides produced by the 2008 M w 7.9 Wenchuan earthquake, China, as revealed by ALOS imagery data. International Journal of Remote
ˉˉ
Sensing, in press [9] Zhang P, Shen, Z, Wang M, et al (2004) Continuous deformation of the Tibetan Plateau from global positioning system data. Geology, 32(9), 809-812 [10] United States Geological Survey (2008) Magnitude 7.9 Eastern Sichuan, China. http:// earthquake.usgs.gov. Accessed 12 May 2008
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Index of Figures
Figure 1ǂIndex map showing the epicenter of the 2008 Ms 8.0 Wenchuan earthquake Figure 2ǂShaded relief map showing the main topographic features of the Longmen Shan Thrust Belt Figure 3ǂGeologic and topographic section across the Longmen Shan Thrust Belt Figure 4ǂPhotograph showing fold structures of the Longmen Shan Thrust Belt at Jiangyou Figure 5ǂFocal mechanism and seismic slip distribution Figure 6ǂInSar image Figure 7ǂMap showing the distribution of felt ground motions associated with the Wenchuan earthquake Figure 8ǂIndex map showing the distribution of co-seismic surface ruptures associated with the 2008 Wenchuan earthquake and aftershocks Figure 9ǂDistribution of co-seismic surface displacement along the 2008 Wenchuan rupture zone Figure 10ǂLandsat image (a) showing the topographic features and distribution of 2008 coseismic surface ruptures, and index map (b) showing the locations of photographs presented in this atlas Figure 11ǂCo-seismic fault scarp cutting across a sealed road Figure 12ǂ6.5-meter-high fault scarp formed on the lower terrace Figure 13ǂFive-meter-high co-seismic fault scarp formed within an alluvial fan Figure 14ǂCo-seismic fault scarp cutting across the bent road Figure 15ǂCo-seismic fault scarp formed on the river channel and road Figure 16ǂDestroyed houses sited upon a co-seismic fault scarp Figure 17ǂFault scarp developed across a road (vertical offset, 2.5 m)
ˉˉ
Figure 18ǂCo-seismic fault scarps developed upon a terrace riser Figure 19ǂCo-seismic fault scarps developed within basement rocks Figure 20ǂSlickensides upon a co-seismic fault plane developed within basement rock Figure 21ǂClose-up view of the striations on the co-seismic fault plane Figure 22ǂThrust fault scarp formed upon the lower terrace riser Figure 23ǂDisplaced river channel and bank Figure 24ǂDisplaced river channel and lower terrace riser Figure 25ǂDisplaced river channel Figure 26ǂNW-trending fault scarp Figure 27ǂTrees along a co-seismic fault scarp are tilted and dying Figure 28ǂTwo-meter-high fault scarp formed upon the lower terrace riser Figure 29ǂDisplaced road (vertical offset, 0.3 m) Figure 30ǂThe road was offset dextrally by 0.3 m Figure 31ǂFault scarp formed on the road Figure 32ǂIn situ measurement of the amount of strike-slip offset along a co-seismic surface rupture Figure 33ǂExtensional crack occurred on the mountain slope Figure 34ǂCo-seismic fault scarp formed on a mountain slope Figure 35ǂFive-meter-wide co-seismic surface rupture zone developed across a sealed road Figure 36ǂCo-seismic flexure-slip fold structure formed on the lower terrace riser Figure 37ǂCo-seismic flexure-slip fold structure formed within a wheat field Figure 38ǂFlexure-slip fold structure developed across a sealed road Figure 39ǂFlexure-slip fold structure formed within the schoolyard of Bailu Middle School Figure 40ǂFlexure-slip fold structure developed within a wheat field Figure 41ǂFlexure-slip fold structure developed within a river channel and lower terrace risers Figure 42ǂFolded road surface Figure 43ǂAngular-type mole track structures developed within a section of sealed road Figure 44ǂMole track structure developed upon a section of sealed ground surface Figure 45ǂBroken and shortened section of sealed road Figure 46ǂMole track structure developed upon a section of sealed ground surface
ˉˉ
Figure 47ǂSuspension bridge bent and damaged by strong ground motions Figure 48ǂDeformation of the railway line led to overturning of the train Figure 49ǂCo-seismic fault scarp developed within a river channel and terrace risers along a pre-existing active fault scarp Figure 50ǂ Co-seismic fault scarp duplicated upon a pre-existing active fault scarp Figure 51ǂ Pre-existing fault scarp in the town of Beichuan Figure 52ǂCo-seismic fault scarp duplicated on a pre-existing active fault scarp Figure 53ǂCo-seismic fault scarp developed within a corn field Figure 54ǂCo-seismic fault scarp duplicated upon a pre-existing active fault scarp Figure 55ǂ Collapse of pre-existing active fault scarp Figure 56ǂCo-seismic fault scarp duplicated upon a pre-existing active fault scarp and damaged constructions Figure 57ǂDestroyed houses located across a co-seismic fault scarp Figure 58ǂDestroyed constructions located across a co-seismic fault scarp Figure 59ǂDamaged and destroyed constructions along a co-seismic fault scarp Figure 60ǂDestroyed buildings located along a co-seismic fault scarp Figure 61ǂDamaged and destroyed roads and buildings along a co-seismic fault scarp Figure 62ǂThe first floor of a student dormitory at Beichuan Vocational School was crushed Figure 63ǂCo-seismic flexure-slip fold scarp formed within the schoolyard between two buildings at Bailu Middle School Figure 64ǂ Damaged Yingxiu town Figure 65ǂ Damaged Yingxiu substation and co-seismic surface rupture Figure 66ǂ Damage arising from the 2008 Wenchuan earthquake at the northeastern end of the co-seismic surface rupture zone Figure 67ǂ Large earthquake-induced landslides dammed a valley and traffic fortress to the intermountain areas Figure 68ǂ Earthquake-induced landslides and destroyed constructions in the town of Beichuan Figure 69ǂ Buildings damaged by earthquake-induced landslides Figure 70ǂ Buildings struck by large rocks associated with an earthquake-induced landslide Figure 71ǂALOS image of the Gaochuan region
ˉˉ
Figure 72ǂDam developed from material supplied by an earthquake-induced landslide Figure 73ǂTemporary lake that formed behind an earthquake-induced landslide Figure 74ǂSmall-scale landsliding witnessed during field investigations Figure 75ǂTruck struck by a large rock displaced during an earthquake-induced landslide Figure 76ǂA monument rock to the 5.12 Wenchuan earthquake Figure 77ǂSand boils formed by liquefaction developed upon a river flat, with a shape resembling that of a volcanic caldera Figure 78ǂ Liquefaction and extensional cracks developed upon a river flat Figure 79ǂSand boils developed in association with liquefaction that occurred within an extensional crack Figure 80ǂSand boils developed in association with liquefaction that occurred along an coseismic surface crack Figure 81ǂ Sand flow arising from liquefaction developed upon a river flat Figure 82ǂViews of the town of Beichuan following the Wenchuan earthquake Figure 83ǂSecondary damage of the town of Beichuan caused by the flood after earthquake Figure 84ǂDamage to buildings and a Chinese gate Figure 85ǂDamaged new downtown of Beichuan Figure 86ǂSecondary damage to the town of Beichuan arising from flooding following the Wenchuan earthquake Figure 87ǂThe town of Beichuan was largely buried by driftwood and sand clay driftwood flow caused the flood Figure 88ǂBuildings destroyed by the flood Figure 89ǂDestroyed Beichuan Middle School Figure 90ǂConstructions submerged within a temporary lake formed behind an earthquakeinduced landslide Figure 91ǂCollapsed road Figure 92ǂCollapsed bridge Figure 93ǂCrushed second floor of a building under construction Figure 94ǂCrushed first floor of the Beichuan Hotel Figure 95ǂBuildings damaged by an earthquake-induced landslide
ˉˉ
Figure 96ǂThe first floors of many buildings in the town of Beichuan were crushed during the Wenchuan earthquake Figure 97ǂCollapsed reinforced-concrete buildings Figure 98ǂDestruction of the Yingxiu substation Figure 99ǂCollapsed buildings at Yingxiu Middle School Figure 100ǂCollapsed buildings at the Yingxiu town Figure 101ǂCollapsed house (Qinyanlou), located on the edge of Dujiangyan Dam Figure 102ǂCollapsed wooden houses Figure 103ǂDamage to the Sino-French Bridge at Bailu Middle School Figure 104ǂAll of the buildings along this street in the town of Beichuan were damaged or collapsed Figure 105ǂDamage to a river bank and bridge Figure 106ǂCollapsed buildings in the town of Beichuan Figure 107ǂThe tower on a building was broken during the earthquake and slid along the roof surface Figure 108ǂVolunteer nurses leaving for the devastated area Figure 109ǂSearching for survivors within the debris of collapsed buildings Figure 110ǂRelief operations were mounted under dangerous conditions Figure 111ǂRescuing the injured from an area hit by a landslide Figure 112ǂAdministering first aid to the injured at a river flat Figure 113ǂAdministering first aid to the injured Figure 114ǂAn injured rescue team member Figure 115ǂRescue corps helping the earthquake victims to run away from a devastated area Figure 116ǂRescue corps cutting away the debris of collapsed buildings to reach survivors Figure 117ǂPlague-protected rescue Figure 118ǂEarthquake victim running away from a devastated area Figure 119ǂEarthquake victims mourning their losses Figure 120ǂBabies awaiting to be reunited with missing mothers Figure 121ǂHope for the future: volunteers (university students) teaching pupils in a tent after the Wenchuan earthquake
ˉˉ