Results 221 to 230 of about 1,262 (267)
Evolutionary impact of weak structural planes on overloaded anchored slope stability. [PDF]
Miao C, Zhang W, Gao M, Liu A, Pang D.
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A method for calculating the downslope sliding force of gently dipping bedding rock slopes while accounting for the uncertainty of rear-edge vertical fissures. [PDF]
Ren Z +5 more
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Natural Hazards, 2020
Frequent landslides have generated huge security threats and economic losses all over the world. As an important anti-slip retaining structure, anti-slide piles can maintain the slope stability. The distribution of soil resistance acting on piles is the critical factor influencing the design of anti-slide piles, and the method of calculating the ...
Guojun Cai, Lulu Liu, Zhijun Zhou
exaly +2 more sources
Frequent landslides have generated huge security threats and economic losses all over the world. As an important anti-slip retaining structure, anti-slide piles can maintain the slope stability. The distribution of soil resistance acting on piles is the critical factor influencing the design of anti-slide piles, and the method of calculating the ...
Guojun Cai, Lulu Liu, Zhijun Zhou
exaly +2 more sources
Load-computational methods of anti-slide piles
Cluster Computing, 2018Anti-slide piles composed of reinforced concrete are commonly used in landslide mitigation engineering. How to calculate the load acting on the piles plays a crucial role in their design process. To estimate the load exerted on anti-slide piles based on the partial safety factor numerical method and limit equilibrium method, the landslide body is ...
Tao Yang, He Na, Tom Cosgrove
exaly +2 more sources
Numerical Simulation on Framed Anti-Sliding Piles
As a new bracing structure, the framed anti-sliding piless based on spatial framework structure, which have the advantages of less displacement in the top of the piles and large anti-force, are developed as a new retaining structure, and can be used to reduce the piles deformation.
Tong Hui Qian +3 more
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Model Experimental Research on Anti-Sliding Characteristics of the Frame Anti-Sliding Piles
Through analysis of model test results, some of the basic sliding piles features of the frame anti-slide pile can be obtained. Under the thrust of landslide, a complex parabola and line function could be used to describe the relationship of load and lateral displacement of pile head. At the same time, there was a big crack in front of the pile.
Tong Hui Qian +3 more
openaire +2 more sources
Model Test for the Cantilever Anti-Slide Pile of Loess Landslide
Against loess landslide control, two physical model tests of loess landslide have been completed. Test I is model test of loess landslide with preset slide surface, loading on the top of the slope; test II is based on test I, adding the cantilevered anti-slide pile before the slope.
Hon Gjia Liu +3 more
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Landslides have significant impacts on the stress and deformation of existing tunnel that can damage the existing tunnel lining structures and thus affect normal traffic operation.
Tao Li, Baolong Zhu
exaly +2 more sources
The sustainable design of major civil engineering projects, such as landslide management and slope stability, provides new opportunities for our society regarding the global energy crisis. These sources offer an effective solution to environmental issues
Yesim Tuskan, Ender Basari
exaly +2 more sources
Limit analysis on seismic stability of anisotropic and nonhomogeneous slopes with anti-slide piles
This study employs the limit analysis method to evaluate the seismic stability of anisotropic and nonhomogeneous slopes stabilized with anti-slide piles. The pseudo-static approach is used to simplify the earthquake load.
Weibing Gong +2 more
exaly +3 more sources

