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Hongshiyan Landslide Dam Danger Removal and Coordinated Management

Ning Liu

Frontiers of Engineering Management 2014, Volume 1, Issue 3,   Pages 308-317 doi: 10.15302/J-FEM-2014041

Abstract: This paper takes an overview of the Hongshiyan landslide dam triggered by an earthquake near Ludian Countyin Zhaotong City, Yunnan Province, introduces how the danger removal plan is drafted and implemented

Keywords： the Zhaotong Ludian earthquake     danger removal of the landslide dam     coordinated management    

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Hongshiyan landslide dam danger disposal and coordinated management

Liu Ning

Strategic Study of CAE 2014, Volume 16, Issue 10,   Pages 39-46

Abstract:

This paper provides an overview of the Hongshiyan landslide dam triggeredIt introduces how the danger disposal plan is drafted and implemented，and analyzes the result of its

Keywords： the Shaotong Ludian earthquake     danger disposal of the landslide dam     coordinated management.    

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The Three Gorges Project in the Yangtze River

Zhang Guangdou

Strategic Study of CAE 1999, Volume 1, Issue 1,   Pages 78-80

Abstract:

The Three Gorges Dam, which has attracted worldwide attention, is thein the construction of the Three Gorges Project at home and abroad, such as siltation of sediment, landslide

Keywords： Three Gorges Dam     siltation     landslide     diversion and navigation    

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Discussion of the Prospective Danger of Earthquake Damage to the Xiamen-Jinmen Area

Peng Funan,Ye Yincan,Pan Guofu,Liu Dujuan

Strategic Study of CAE 2005, Volume 7, Issue 5,   Pages 16-23

Abstract:

It had long been discussed already about the characteristics of the recent earthquake of the Xiamen-Jinmen area. However,attention should be paid that a large shock unexpected before as the 1999 Chi-Chi Large Earthquake in Taiwan west-plain, would take place in this area and its neighborhood and affect the stability of the construction during the long duration after the completion and usage of the future Xiamen-Jinmen Bridge. The probability of such case should be considered from the study of the earthquake mechanism of the surrounding regions,i.e. the Taiwan Strait Basin,Taiwan region (Taiwan Island) and Fujian coastal region respectively. This paper describes and discusses the features of earthquakes occurred and will occur in any one of these 3 regions and how they would affect the Xiamen-Jinmen area wherein the Xiamen-Jinmen Bridge constructed.

Keywords： Xiamen-Jinmen Bridge     Taiwan Strait     danger of earthquake damage    

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A three-dimensional two-level gradient smoothing meshfree method for rainfall induced landslide simulations

Dongdong WANG, Jiarui WANG, Junchao WU, Junjun DENG, Ming SUN

Frontiers of Structural and Civil Engineering 2019, Volume 13, Issue 2,   Pages 337-352 doi: 10.1007/s11709-018-0467-5

Abstract: A three-dimensional two-level gradient smoothing meshfree method is presented for rainfall induced landslideefficient three-dimensional regularized meshfree formulation for large deformation rainfall induced landslide

Keywords： meshfree method     landslide     rainfall     three-dimensional two-level gradient smoothing     nodal integration    

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Probabilistic stability analysis of Bazimen landslide with monitored rainfall data and water level fluctuations

Wengang ZHANG, Libin TANG, Hongrui LI, Lin WANG, Longfei CHENG, Tingqiang ZHOU, Xiang CHEN

Frontiers of Structural and Civil Engineering 2020, Volume 14, Issue 5,   Pages 1247-1261 doi: 10.1007/s11709-020-0655-y

Abstract: Landslide is a common geological hazard in reservoir areas and may cause great damage to local residentsIn this study, the Bazimen landslide located in the Three Gorges Reservoir (TGR) was back-analyzed asBased on the statistical features of the last 3-year monitored data and field instrumentations, the landslideresults reveal that the initial sliding surface is the most important area influencing the occurrence of landslide, compared with other parts in the landslide.

Keywords： reliability analysis     Bazimen landslide     rainfall     reservoir water level     slope stability    

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Long-term dam safety monitoring of Punt dal Gall arch dam in Switzerland

M. WIELAND, G.F. KIRCHEN

Frontiers of Structural and Civil Engineering 2012, Volume 6, Issue 1,   Pages 76-83 doi: 10.1007/s11709-012-0144-z

Abstract: The 130 m high Punt dal Gall dam is located at the Swiss-Italian border in the South-eastern part ofThe dam is founded on highly folded and partially crushed dolomite and limestone formations.For the monitoring of the dam deformations five inverted pendulums were installed in the dam and threein the rock foundation of the right abutment outside of the dam.The paper describes the long-term safety monitoring of this 42 years old arch dam.

Keywords： dam safety concept     arch dam     dam instrumentation     dam safety monitoring    

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Preliminary Analysis on the May 1st Landslide at Wulong

Wang Jianfeng,Li Shihai,Yan Lin,Dong Dapeng

Strategic Study of CAE 2002, Volume 4, Issue 4,   Pages 22-28

Abstract:

A 9-story brick-concrete building rapidly collapsed due to a landslide in Wulong County, China, onThe parameters are further used for back analyses of the landslide in order to explore the cause of landslidework, the authors conclude that apart from possible defects in the structure, it is certain that the landslide

Keywords： Wulong landslide     reliability     back analysis     the residual thrust method     slope stability    

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China's High Dams Construction and Research on Science and Technology

Chen Zongliang

Strategic Study of CAE 2000, Volume 2, Issue 12,   Pages 84-89

Abstract: The scientific and technological achievements and their application in geologic exploration, dam construction, flood discharging and energy dissipation, treatment of dam foundation and treatment of high rock slopeThey in elude the 181 m-high concrete gravity dam in the Three Gorges Project, the 240 m — highCFRD, the 233 m~high Shuibuya CFRD, the 130 m- high Shapai RCC arch dam, the 131 m- high Jiangya RCCgravity dam, etc.

Keywords： hydroelectric power     high dam     gravity dam     arch dam     roller compacted concrete dam (RC-CD)     concrete facerockfill dam (CFRD)    

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Features of seismic hazard in large dam projects and strong motion monitoring of large dams

Martin WIELAND,

Frontiers of Structural and Civil Engineering 2010, Volume 4, Issue 1,   Pages 56-64 doi: 10.1007/s11709-010-0005-6

Abstract: Earthquakes can affect large dam projects in many different ways.Among these dams were the 132-m-high Shapai RCC arch dam and the 156-m-high Zipingpu concrete face rockfilldam.These recently completed dams are dam types which, up to now, have not experienced strong ground shaking

Keywords： seismic hazard     arch dam     concrete face rockfill dam     strong motion instrumentation     reservoir-triggered    

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Research on Direction and Location for Danger Prediction of Coal or Rock Dynamic Disaster

Xiao Hohgfei,He Xueqiu,Feng Tao,Wang Enyuan

Strategic Study of CAE 2005, Volume 7, Issue 11,   Pages 81-86

Abstract: order to use the non-touch electromagnetic emission (EME) method to better forecast or predict the dangerThe outburst danger can be monitored by altering the antenna monitoring direction.spot show that it is feasible to study the direction and location of dangerous areas in predicting the danger

Keywords： rock or coal dynamic disaster     danger prediction     direction and location     deformation and fracture of coal    

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Predication of Potential Danger Region (Zone) of Coal and Gas Outburst

Xian Xuefu,Xu Jiang,Wang Hongtu

Strategic Study of CAE 2001, Volume 3, Issue 2,   Pages 39-46

Abstract: Finally, the fundamental method for deviding the potential danger region (zone) of coal and gas outburst

Keywords： dynamical phenomenon in mine     coal and gas outburst     potential danger zone     failure criterion     coefficient    

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Key problems and solutions in arch dam heightening

Zuoguang FU, Yunlong HE, Sheng SU

Frontiers of Structural and Civil Engineering 2011, Volume 5, Issue 1,   Pages 98-104 doi: 10.1007/s11709-010-0004-7

Abstract: The dam heightening, which is an effective way to increase reservoir volume, has been paid close attentionThree problems should be dealt with when an arch dam needs to be heightened: stress state getting worseat dam heel, cracking on new added concrete dam surface, and weak bonding between new added concreteand old dam.The tensile stresses on dam’s surface and joint face that have certain relations to the dam heightening

Keywords： arch dam     heighten     tensile stress     finite element method    

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Influence of soft rock-fill material as dam embankment with central bituminous concrete membrane

Peter TSCHERNUTTER

Frontiers of Structural and Civil Engineering 2011, Volume 5, Issue 1,   Pages 63-70 doi: 10.1007/s11709-010-0016-3

Abstract: relevant material parameters for a valuation of the deformation behavior of the up- and downstream damshell by means of an embankment dam of medium height.This gave rise to the necessity of adjusting the dam design of the downstream dam shoulder.Several times higher dam settlements as well as significant differential settlements between the up-and downstream dam shell were observed during construction and operation.

Keywords： embankment dam     bituminous concrete membrane     rock-fill material properties     deformation behavior    

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Evaluation method of dam behavior during construction and reservoir filling and application to real dams

Yuji KOHGO, Akira TAKAHASHI, Tomokazu SUZUKI,

Frontiers of Structural and Civil Engineering 2010, Volume 4, Issue 1,   Pages 92-101 doi: 10.1007/s11709-010-0009-2

Abstract: In this paper we analyzed a real fill-type dam, named the Minami-Aiki Dam, to verify a numerical consolidation

Keywords： fill dam     consolidation analysis     unsaturated geo-materials     impounding     construction    

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Title Author Date Type Operation

Hongshiyan Landslide Dam Danger Removal and Coordinated Management

Ning Liu

Journal Article

Hongshiyan landslide dam danger disposal and coordinated management

Liu Ning

Journal Article

The Three Gorges Project in the Yangtze River

Zhang Guangdou

Journal Article

Discussion of the Prospective Danger of Earthquake Damage to the Xiamen-Jinmen Area

Peng Funan,Ye Yincan,Pan Guofu,Liu Dujuan

Journal Article

A three-dimensional two-level gradient smoothing meshfree method for rainfall induced landslide simulations

Dongdong WANG, Jiarui WANG, Junchao WU, Junjun DENG, Ming SUN

Journal Article

Probabilistic stability analysis of Bazimen landslide with monitored rainfall data and water level fluctuations

Wengang ZHANG, Libin TANG, Hongrui LI, Lin WANG, Longfei CHENG, Tingqiang ZHOU, Xiang CHEN

Journal Article

Long-term dam safety monitoring of Punt dal Gall arch dam in Switzerland

M. WIELAND, G.F. KIRCHEN

Journal Article

Preliminary Analysis on the May 1st Landslide at Wulong

Wang Jianfeng,Li Shihai,Yan Lin,Dong Dapeng

Journal Article

China's High Dams Construction and Research on Science and Technology

Chen Zongliang

Journal Article

Features of seismic hazard in large dam projects and strong motion monitoring of large dams

Martin WIELAND,

Journal Article

Research on Direction and Location for Danger Prediction of Coal or Rock Dynamic Disaster

Xiao Hohgfei,He Xueqiu,Feng Tao,Wang Enyuan

Journal Article

Predication of Potential Danger Region (Zone) of Coal and Gas Outburst

Xian Xuefu,Xu Jiang,Wang Hongtu

Journal Article

Key problems and solutions in arch dam heightening

Zuoguang FU, Yunlong HE, Sheng SU

Journal Article

Influence of soft rock-fill material as dam embankment with central bituminous concrete membrane

Peter TSCHERNUTTER

Journal Article

Evaluation method of dam behavior during construction and reservoir filling and application to real dams

Yuji KOHGO, Akira TAKAHASHI, Tomokazu SUZUKI,

Journal Article