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In Situ Shear Test for Revealing the Mechanical Properties of the Gravelly Slip Zone Soil [PDF]

open access: goldSensors, 2020
Slip zone soil is usually composed of clay or silty clay; in some special geological environments, it contains gravels, which make the properties of the slip zone soil more complex.
Zongxing Zou   +7 more
doaj   +6 more sources

Analysis of Shear Constitutive Models of the Slip Zone Soil Based on Various Statistical Damage Distributions [PDF]

open access: goldApplied Sciences, 2022
The shear constitutive model of the slip zone soil can be used to quantitatively describe the relationship between shear stress and shear displacement, which is of great significance for the analysis of deformation mechanism and stability evaluation of ...
Yinfeng Luo   +7 more
doaj   +4 more sources

Influence of Particle Shape on the Macroscopic and Mesolevel Mechanical Properties of Slip Zone Soil Based on 3D Scanning and 3D DEM [PDF]

open access: goldAdvances in Materials Science and Engineering, 2021
The macroscopic and mesolevel mechanical mechanisms of slip zone soil are a crucial subject for the research of landslide deformation evolution and slope control, but the effects of the shape and psephicity of coarse particles in a slip zone soil on the ...
Zechuang Li, Zhibin Liu
doaj   +2 more sources

Experimental study of unsaturated-saturated permeability characteristics of slip zone soil in deposits

open access: greenRock and Soil Mechanics, 2021
There are many landslide deposits in the reservoir and bank areas of hydropower projects in southwest China. These deposits are easy to deform and fail along the existing sliding zone under hydrodynamic conditions, such as rainfall and reservoir water ...
LI Yue   +5 more
doaj   +2 more sources

Strength characteristics of slip zone soils of the Tongjiaping landslide in the Three Gorges Reservoir area under different ring shear conditions

open access: yes地质科技通报, 2022
Studying the strength characteristics of slip zone soils under different shear conditions is of great significance for the stability evaluation of reservoir landslides.
Fancheng Zhao   +4 more
doaj   +1 more source

Research on landslide stability under different water content conditions based on the dynamic residual strength

open access: yesShuiwen dizhi gongcheng dizhi, 2022
Long-term rainfall causes progressive damage to a slope. In this process, the slip zone soil will reach the residual strength under different water-containing states with the change of water content.
Zhanxi WEI   +5 more
doaj   +1 more source

Transient model of unsteady creep of sliding zone soil under cyclic dynamic load based on fractional derivative

open access: yesAlexandria Engineering Journal, 2023
The shear mechanical behavior of soils in the slip zone under cyclic loading is of great importance for the stability analysis of landslides. In this paper, an experimental device is developed to study the nonlinear deformation mechanism of soil in ...
Gang Chen   +7 more
doaj   +1 more source

Strength characteristics of slip zone soils of Tongjiaping landslide in Three Gorges Reservoir area based on seepage-ring shear tests

open access: yesYantu gongcheng xuebao, 2023
The slip zone soil plays an important role in controlling the deformation and evolution of landslides. It is of great significance to study the strength characteristics of slip zone soils under different seepage conditions for the dynamic stability ...
MIAO Fasheng , ZHAO Fancheng , WU Yiping , MENG Jiajia
doaj   +1 more source

Non-limit passive earth pressure against cantilever flexible retaining wall in foundation pit considering the displacement

open access: yesPLoS ONE, 2022
A series of model tests are carried out on flexible retaining walls such as cantilevered piles, continuous walls, and sheet pile walls in the foundation pit to study the deformation, failure surface, and earth pressure distribution of soils in a passive ...
Weidong Hu   +4 more
doaj   +2 more sources

Generalized solution to active earth pressure exerted onto retaining wall with narrow backfills

open access: yesYantu gongcheng xuebao, 2022
The finite element limit analysis (FELA) method is used to interpret the active failure mechanisms of retaining wall with narrow backfills under translation mode. It is found from the numerical results that multiple slip surfaces will be developed in the
LAI Feng-wen 1, 2, LIU Song-yu 1, 2, YANG Da-yu 1, 2, CHENG Yue-hong 3, FAN Qin-jian 3
doaj   +1 more source

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