Physical Model Test and Forecasting Analysis of Boji Stone Landslides

Yong Tao Gao; Xiao Hu

doi:10.4028/www.scientific.net/AMM.90-93.1369

Paper Titles

Development and Implement of a New Shear Creep Apparatus
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Bearing Capacity and Deformation Behaviour of Branch Pile
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Study on Sustainable Supply Planning of Water Resources in Ningdong Energy and Chemical Industry Base
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Wind Load Analysis on Adherent Billboard Considering the Turbulent Wind
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Physical Model Test and Forecasting Analysis of Boji Stone Landslides
p.1369

Effect of Fill Size on the Stability of Barrier Dams
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Research on Micro Water-Resisting Property of Top Ordovician Strata in Pingshuo Coal Area
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Application Research of Compaction Pile in Heavy Collapsible Loess
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Study on Blasting Propagation at Great Depth
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HomeApplied Mechanics and MaterialsApplied Mechanics and Materials Vols. 90-93Physical Model Test and Forecasting Analysis of...

Physical Model Test and Forecasting Analysis of Boji Stone Landslides

Abstract:

In the interest of forecasting and alarming system of rainfall landslides, the Boji stones landslide of Three Gorges is taken into researching. On basis of the model, its epitomized model is formed to analyze the landslide mechanism and damage model by taking them into consideration: water-level fluctuation in reservoir, rainfall intensity, rainfall capacity and soil mass mechanical property, and decide current stability, predict its tendency and potential risks through applying the monitoring data and quantitative analysis. The research indicates that Boji stone landslide in flowing reservoir is in stability without any extra dynamic

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Periodical:

Applied Mechanics and Materials (Volumes 90-93)

Pages:

1369-1372

DOI:

https://doi.org/10.4028/www.scientific.net/AMM.90-93.1369

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Online since:

September 2011

Authors:

Yong Tao Gao, Xiao Hu

Keywords:

Artificial Rainfall, Geologic Model, Landslide, Model Test

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References

[1] Xiaojun Chang, Dewei Wang, Yeqi Tang. Simulation Experiments of the Rainfall-Induced Landslides in China: Insights and Foresights. Sedimentary Geology and Tethyan Geology. 2010. No.1, pp.98-102.

Google Scholar

[2] Helin Fu, Changyou Li, Feng Guo, Zhong Zhou. Situ-Test of Abduction Elements of Landslide and Its Influence. Journal of Central South University. 2009. No.3, pp.781-785.

Google Scholar

[3] Qiang Xu, Runqiu Huang Wei, Yueping Yin etc. The Ji Weishan Landslide of June 5, 2009 in Wulong, Chongqing: Characteristics and Failure Mechanism. Journal of Engineering Geology. 2009. No.4, pp.433-444.

Google Scholar

[4] Li Wei, Shuangxi Chen, Xiaogeng Bian. Trial Study on Factors Analysis and Prediction of Landslide Hazard Triggered By Extreme Heavy Rainfall. Journal of Applied Meteorological Science. 2007. No.5, pp.682-689.

Google Scholar

[5] Li Wei, Jiusheng Shan, Xiaogeng Bian. Trial Study on Critical Index of Precipitation and Landslide Stability. Meteorology and Disaster Reduction Research. 2006. No.2, pp.18-24.

Google Scholar

[6] Mingjian Hu, Ren Wang. Testing Study on The Correlation Among Landslide, Debris Flow And Rainfall In Jiangjia Valley. Chinese Journal of Rock Mechanics and Engineering. 2003. No.5, pp.824-828.

Google Scholar

[7] Mingjian Hu, Ren Wang, Pingcang Zhang. Primary Research on the Effect of Rainfall on Landslide. Chinese Journal of Geotechnical Engineering. 2001. No.4, pp.454-457.

Google Scholar