1672-6316
2011 Issue 2
Preventing and Limiting Exposure to Geo-Hazards:Some Lessons from Two Mountain Villages Destroyed by the Wenchuan Earthquake
Laurence SVIRCHEV1;2;LI Yong3;YAN Liang3;MA Bolin3;HE Chengying4 1 Visiting Researcher;National Key Laboratory of Oil and Gas Reservoir Geology and Exploitation;Chengdu University of Technology;Chengdu;Sichuan;China 2 Royal Roads University;School of Peace and Conflict Management;MA Disaster and Emergency Management Program;Victoria;B.C.;Canada 3 National Key Laboratory of Oil and Gas Reservoir Geology and Exploitation;Chengdu University of Technology;Chengdu;Sichuan;China 4 H&S Consulting;Vancouver;B.C.;Canada
Laurence SVIRCHEV1;2;LI Yong3;YAN Liang3;MA Bolin3;HE Chengying4 1 Visiting Researcher;National Key Laboratory of Oil and Gas Reservoir Geology and Exploitation;Chengdu University of Technology;Chengdu;Sichuan;China 2 Royal Roads University;School of Peace and Conflict Management;MA Disaster and Emergency Management Program;Victoria;B.C.;Canada 3 National Key Laboratory of Oil and Gas Reservoir Geology and Exploitation;Chengdu University of Technology;Chengdu;Sichuan;China 4 H&S Consulting;Vancouver;B.C.;Canada
..............page:190-199
Influences of the Wenchuan Earthquake on Sediment Supply of Debris Flows
ZHU Jing;DING Jun;LIANG Jingtao State Key Laboratory of Geohazard Prevention and Geoenvironment Protection;Chengdu University of Technology;Chengdu 610059;China
ZHU Jing;DING Jun;LIANG Jingtao State Key Laboratory of Geohazard Prevention and Geoenvironment Protection;Chengdu University of Technology;Chengdu 610059;China
..............page:270-277
Spatial Distribution of Large-scale Landslides Induced by the 5.12 Wenchuan Earthquake
XU Qiang;ZHANG Shuai;LI Weile State Key Laboratory of Geohazard Prevention and Geoenvironment Protection;Chengdu University of Technology;Chengdu 610059;China
XU Qiang;ZHANG Shuai;LI Weile State Key Laboratory of Geohazard Prevention and Geoenvironment Protection;Chengdu University of Technology;Chengdu 610059;China
..............page:246-260
..............page:106
The Séchilienne (France) Landslide:a Non-typical Progressive Failure Implying Major Risks
Jean-Louis DURVILLE1;Christophe BONNARD2;Pierre POTHERAT3 1 Conseil général de l’environnement et du développement durable;Paris;France 2 Independent expert;PBBG SA;Lausanne;Switzerland 3 Centred’études techniques de l’équipement;Lyon;France
Jean-Louis DURVILLE1;Christophe BONNARD2;Pierre POTHERAT3 1 Conseil général de l’environnement et du développement durable;Paris;France 2 Independent expert;PBBG SA;Lausanne;Switzerland 3 Centred’études techniques de l’équipement;Lyon;France
..............page:117-123
Slope Reinforcement for Housing in Three Gorges Reservoir Area
WU Faquan1;LUO Yuanhua2;CHANG Zhonghua1 1 Institute of Geology and Geophysics;Chinese Academy of Sciences;Beijing 100029;China 2 Office of Three Gorges Project Construction Committee;the State Council of China;Beijing 100038;China
WU Faquan1;LUO Yuanhua2;CHANG Zhonghua1 1 Institute of Geology and Geophysics;Chinese Academy of Sciences;Beijing 100029;China 2 Office of Three Gorges Project Construction Committee;the State Council of China;Beijing 100038;China
..............page:314-320
Large-scale Rock Landslide Slip Surface Location Analysis and Strength Parameters Evaluation
YOU Min 1;2;NIE Dexin 1 1 Civil Engineering School;Anhui University of Architecture;Hefei 230601;China 2 Chengdu University of Technology;State Key Lab of Geo-hazards Prevention;Chengdu 610059;China
YOU Min 1;2;NIE Dexin 1 1 Civil Engineering School;Anhui University of Architecture;Hefei 230601;China 2 Chengdu University of Technology;State Key Lab of Geo-hazards Prevention;Chengdu 610059;China
..............page:261-269
The Genetic Mechanism of Wenchuan Earthquake
WANG Yunsheng;HUANG Runqiu;LUO Yonghong;XU Hongbiao State Key Lab. of Geohazard Prevention;Chengdu University of Technology;Chengdu 610059;China
WANG Yunsheng;HUANG Runqiu;LUO Yonghong;XU Hongbiao State Key Lab. of Geohazard Prevention;Chengdu University of Technology;Chengdu 610059;China
..............page:336-344
Analysis and Modeling of Slope Stability in the Three-Gorges Dam Reservoir (China)——The Case of Huangtupo Landslide
R. COJEAN1;Y. J. CA2 1 Centre de Géosciences;Mines-ParisTech;Paris;France 2 Changjiang Institute of Survey;Planning;Design & Research;CWRC;Wuhan;China
R. COJEAN1;Y. J. CA2 1 Centre de Géosciences;Mines-ParisTech;Paris;France 2 Changjiang Institute of Survey;Planning;Design & Research;CWRC;Wuhan;China
..............page:166-175
Landslide Hazard and Community-based Risk Reduction Effort in Karanganyar and the Surrounding Area,Central Java,Indonesia
KARNAWATI Dwikorita1;FATHANI Teuku F2;IGNATIUS Sudarno1;ANDAYANI Budi3;LEGONO Djoko2;BURTON Paul W4 1 Geological Engineering Department;Gadjah Mada University;Yogyakarta;Indonesia 2 Civil and Environmental Engineering Department;Gadjah Mada University;Yogyakarta;Indonesia 3 Faculty of Psychology;Gadjah Mada University;Yogyakarta;Indonesia 4 School of Environmental Sciences;Norwich;UK
KARNAWATI Dwikorita1;FATHANI Teuku F2;IGNATIUS Sudarno1;ANDAYANI Budi3;LEGONO Djoko2;BURTON Paul W4 1 Geological Engineering Department;Gadjah Mada University;Yogyakarta;Indonesia 2 Civil and Environmental Engineering Department;Gadjah Mada University;Yogyakarta;Indonesia 3 Faculty of Psychology;Gadjah Mada University;Yogyakarta;Indonesia 4 School of Environmental Sciences;Norwich;UK
..............page:149-153
Building Vulnerability Evaluation in Landslide Deformation Phase
CHEN L.X.1;YIN K.L.2;DAI Y.X.2 1 Institute of Geophysics and Geomatics;China University of Geosciences;Wuhan;Hubei;China 2 School of Engineering;China University of Geosciences;Wuhan;Hubei;China
CHEN L.X.1;YIN K.L.2;DAI Y.X.2 1 Institute of Geophysics and Geomatics;China University of Geosciences;Wuhan;Hubei;China 2 School of Engineering;China University of Geosciences;Wuhan;Hubei;China
..............page:286-295
Estimation of Ground Deformation Caused by the Earthquake (M7.2) in Japan,2008,from the Geomorphic Image Analysis of High Resolution LiDAR DEMs
MUKOYAMA Sakae Department of Research & Development of Kokusai Kogyo Co.;Ltd. Tokyo;Japan
MUKOYAMA Sakae Department of Research & Development of Kokusai Kogyo Co.;Ltd. Tokyo;Japan
..............page:239-245
Assessment of the Design Displacement Values at Seismic Fault Crossings and of Their Excess Probability
STROM Alexander1;IVASCHENKO Alexey2;KOZHURIN Andrey3 1 Institute of Geospheres Dynamics of Russian Academy of Sciences;Moscow;Russia 2 Institute of Oceanology of Russian Academy of Sciences;Moscow;Russia 3 Geological Institute of Russian Academy of Sciences;Moscow;Russia
STROM Alexander1;IVASCHENKO Alexey2;KOZHURIN Andrey3 1 Institute of Geospheres Dynamics of Russian Academy of Sciences;Moscow;Russia 2 Institute of Oceanology of Russian Academy of Sciences;Moscow;Russia 3 Geological Institute of Russian Academy of Sciences;Moscow;Russia
..............page:228-233
Mechanism and Geo-mechanics Models of Landslides Triggered by 5.12 Wenchuan Earthquake
HUANG Runqiu;XU Qiang;HUO Junjie State Key Laboratory of Geohazards Prevention and Geoenvironment Protection;Chengdu University of Technology;Chengdu;Sichuan;China
HUANG Runqiu;XU Qiang;HUO Junjie State Key Laboratory of Geohazards Prevention and Geoenvironment Protection;Chengdu University of Technology;Chengdu;Sichuan;China
..............page:200-210
Stability Problems in Road and Pipeline Constructions and Their Mitigation——Examples from Sakhalin and Azerbaijan
NOVOTNY Jan ARCADIS Geotechnika a.s. Charles University in Prague;Faculty of Natural Science
NOVOTNY Jan ARCADIS Geotechnika a.s. Charles University in Prague;Faculty of Natural Science
..............page:307-313
Measuring the Internal Velocity of Debris Flows Using Impact Pressure Detecting in the Flume Experiment
YANG Hongjuan1;2;WEI Fangqiang 2;HU Kaiheng 2;Sergey CHERNOMORETS 3;HONG Yong 2;LI Xiaoyu 2;XIE Tao 2 1 Key Laboratory of Mountain Hazards and Surface Process;Chinese Academy of Sciences;Chengdu 610041;China 2 Institute of Mountain Hazards and Environment;Chinese Academy of Sciences;Chengdu 610041;China 3 Faculty of Geography;Moscow State University;Moscow;Russia
YANG Hongjuan1;2;WEI Fangqiang 2;HU Kaiheng 2;Sergey CHERNOMORETS 3;HONG Yong 2;LI Xiaoyu 2;XIE Tao 2 1 Key Laboratory of Mountain Hazards and Surface Process;Chinese Academy of Sciences;Chengdu 610041;China 2 Institute of Mountain Hazards and Environment;Chinese Academy of Sciences;Chengdu 610041;China 3 Faculty of Geography;Moscow State University;Moscow;Russia
..............page:109-116
Mechanical Analysis for Progressive Failure of Debris Landslide
MIAO Haibo;YIN Kunlong;LI Deying Faculty of Engineering;China University of Geosciences;Wuhan 430074;China
MIAO Haibo;YIN Kunlong;LI Deying Faculty of Engineering;China University of Geosciences;Wuhan 430074;China
..............page:328-335
Analysis on Dam-Breaking Mode of Tangjiashan Barrier Dam in Beichuan County
HU Xiewen1;2;3;LUO Gang1;LV Xiaoping1;HUANG Runqiu2;SHI Yubin4 1 Faculty of Geosciences and Environmental Engineering;Southwest Jiaotong University;Chengdu 610031;China 2 State Key Laboratory of Geohazard Prevention and Geoenvironment Protection;Chengdu University of Technology;Chengdu 610059;China 3 Aseismic Engineering Technology Key Laboratory of Sichuan Province;Southwest Jiaotong University;Chengdu 610031;China 4 Chengdu Hydroelectric Investigation and Design Institute;China Hydropower Consulting Group;Chengdu 610072;China
HU Xiewen1;2;3;LUO Gang1;LV Xiaoping1;HUANG Runqiu2;SHI Yubin4 1 Faculty of Geosciences and Environmental Engineering;Southwest Jiaotong University;Chengdu 610031;China 2 State Key Laboratory of Geohazard Prevention and Geoenvironment Protection;Chengdu University of Technology;Chengdu 610059;China 3 Aseismic Engineering Technology Key Laboratory of Sichuan Province;Southwest Jiaotong University;Chengdu 610031;China 4 Chengdu Hydroelectric Investigation and Design Institute;China Hydropower Consulting Group;Chengdu 610072;China
..............page:354-362
A Physical Simulation Test for the RockBurst in Tunnels
LI Tianbin1;WANG Xiangfeng1;2;MENG Lubo1 1 State Key Laboratory of Geohazard Prevention & Geoenvironment Protection;Chengdu University of Technology;Chengdu 610059;China 2 Sichuan Communication Surveying &Design Institute;Chengdu 610017;China
LI Tianbin1;WANG Xiangfeng1;2;MENG Lubo1 1 State Key Laboratory of Geohazard Prevention & Geoenvironment Protection;Chengdu University of Technology;Chengdu 610059;China 2 Sichuan Communication Surveying &Design Institute;Chengdu 610017;China
..............page:278-285
A New Approach to Plane Failure of Rock Slope Stability Based on Water Flow Velocity in Discontinuities for the Latian Dam Reservoir Landslide
Morteza AHMADI1;Majid ESLAMI2 1 Department of Mining Engineering;Tarbiat Modares University;Tehran;Iran 2 Ghaem Consulting Engineers;Tehran;Iran
Morteza AHMADI1;Majid ESLAMI2 1 Department of Mining Engineering;Tarbiat Modares University;Tehran;Iran 2 Ghaem Consulting Engineers;Tehran;Iran
..............page:124-130
Engineering Geological Investigations for the Foundations of Large Structures-Examples of a Concrete Dam and a long Bridge in Portugal
Ricardo OLIVEIRA COBA and New University of Lisbon;Portugal
Ricardo OLIVEIRA COBA and New University of Lisbon;Portugal
..............page:296-306
Permeability in Flysch-Distribution Decrease with Depth and Grout Curtains Under Dams
MARINOS Vassilis1;FORTSAKIS Petros2;PROUNTZOPOULOS George2;MARINOS Paul2 1 Aristotle University of Thessaloniki;School of Geology;54124;Thessaloniki;Greece 2 National Technical University of Athens;School of Civil Engineering;Department of Geotechnical Engineering;9;Iroon Polytechniou str.;157 80 Zografou;Athens;Greece
MARINOS Vassilis1;FORTSAKIS Petros2;PROUNTZOPOULOS George2;MARINOS Paul2 1 Aristotle University of Thessaloniki;School of Geology;54124;Thessaloniki;Greece 2 National Technical University of Athens;School of Civil Engineering;Department of Geotechnical Engineering;9;Iroon Polytechniou str.;157 80 Zografou;Athens;Greece
..............page:234-238
Dynamic Design and Construction of Highway Cut Slopes in Huangshan Area,China
JU Nengpan 1;ZHAO Jianjun 1;HUANG Runqiu 1;DUAN Haipeng 2 1 State Key Laboratory of Geohazard Prevention and Geoenvironment Protection;Chengdu University of Technology;Chengdu 610059;China 2 Anhui Provincial Communication-Investment Group Co. Ltd.;Hefe;230088;China
JU Nengpan 1;ZHAO Jianjun 1;HUANG Runqiu 1;DUAN Haipeng 2 1 State Key Laboratory of Geohazard Prevention and Geoenvironment Protection;Chengdu University of Technology;Chengdu 610059;China 2 Anhui Provincial Communication-Investment Group Co. Ltd.;Hefe;230088;China
..............page:154-165
Landslide Hazard Mapping During a Large Scale Earthquake
Akito NAKASUJI Kokusai Kogyo Co.;LTD.;Japan
Akito NAKASUJI Kokusai Kogyo Co.;LTD.;Japan
..............page:223-227
Geo-engineering Lessons Learned from the 2008 Wenchuan Earthquake in Sichuan and Their Significance to Reconstruction
HUANG Runqiu State Key Laboratory of Geohazard Prevention and Geoenvironment Protection;Chengdu University of Technology;Chengdu 610059;Sichuan;China
HUANG Runqiu State Key Laboratory of Geohazard Prevention and Geoenvironment Protection;Chengdu University of Technology;Chengdu 610059;Sichuan;China
..............page:176-189
Sustainability Issues Related to the Engineering Geology of Long Linear Developments
PAIGE-GREEN Philip CSIR Built Environment;Pretoria;0001;South Africa
PAIGE-GREEN Philip CSIR Built Environment;Pretoria;0001;South Africa
..............page:321-327
Prediction Research of Deformation Modulus of Weak Rock Zone under In-situ Conditions
ZHANG Yong1;HE JiangDa1;WEI Yufeng2;NIE Dexin2 1 School of Hydraulic and Hydroelectric Engineering;Sichuan University;Chengdu 610065;China 2 State Key Laboratory of Geohazard Prevention and Geoenvironment Protection;Chengdu University of Technology;Chengdu 610059;China
ZHANG Yong1;HE JiangDa1;WEI Yufeng2;NIE Dexin2 1 School of Hydraulic and Hydroelectric Engineering;Sichuan University;Chengdu 610065;China 2 State Key Laboratory of Geohazard Prevention and Geoenvironment Protection;Chengdu University of Technology;Chengdu 610059;China
..............page:345-353
Analysis on the Dynamical Process of Donghekou Rockslide-Debris Flow Triggered by 5.12 Wenchuan Earthquake
SUN Ping1;2;ZHANG Yongshuang1;2;SHI Jusong1;2;CHEN Liwei3 1 Key Laboratory of Neotectonic Movement & Geohazard;Ministry of Land and Resources;Beijing;China 2 Institute of Geomechanics;Chinese Academy of Geological Sciences;Beijing;China 3 China Nuclear Power Engineering Corporation;Ltd.;Beijing;China
SUN Ping1;2;ZHANG Yongshuang1;2;SHI Jusong1;2;CHEN Liwei3 1 Key Laboratory of Neotectonic Movement & Geohazard;Ministry of Land and Resources;Beijing;China 2 Institute of Geomechanics;Chinese Academy of Geological Sciences;Beijing;China 3 China Nuclear Power Engineering Corporation;Ltd.;Beijing;China
..............page:140-148
Assessing the Sustainability of Underground Space Usage——A Toolkit for Testing Possible Urban Futures
D.V.L. HUNT;I. JEFFERSON;C.D.F. ROGERS The University of Birmingham;Birmingham;UK
D.V.L. HUNT;I. JEFFERSON;C.D.F. ROGERS The University of Birmingham;Birmingham;UK
..............page:211-222
The Disastrous 23 July 2009 Debris Flow in Xiangshui Gully, Kangding County, Southwestern China
TANG Chuan;YANG Yonghong;SU Yongchao;DING Jun;HUANG Wenjie State Key Laboratory of Geohazard Prevention and Geoenvironment Protection;Chengdu University of Technology;Chengdu 610059;China
TANG Chuan;YANG Yonghong;SU Yongchao;DING Jun;HUANG Wenjie State Key Laboratory of Geohazard Prevention and Geoenvironment Protection;Chengdu University of Technology;Chengdu 610059;China
..............page:131-139
..............page:363