Active earth pressure against flexible retaining wall for finite soils under the drum deformation mode [PDF]
A reasonable method is proposed to calculate the active earth pressure of finite soils based on the drum deformation mode of the flexible retaining wall close to the basement’s outer wall.
Weidong Hu +4 more
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Calculation of active earth pressure on external corners with equal length on both sides in excavation engineering [PDF]
Taking the external corner with equal lengths as the research object, two failure modes of the equilateral external corner are established, and the active earth pressure calculation formula of the equilateral external corner in the limit state is further
Zhao Long +3 more
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Experimental study on the nonlimit active earth pressure of finite soil in proximity engineering [PDF]
This study focuses on the active earth pressure distribution of finite soil masses in urban proximity engineering, with a specific emphasis on nonlimit conditions.
Zhenbo Zhang +6 more
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An analytical study of active earth pressure in cohesive soil considering interlayer shear stress. [PDF]
The impact of interlayer shear stress on the distribution of earth pressure in cohesive soil is notable, but currently, there lacks a comprehensive theory that integrates this factor in the calculation of active earth pressure.
Qizhuo Liu +3 more
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Calculation of nonlimit active earth pressure of retaining walls based on curved sliding surface [PDF]
The shape of the sliding surface and the displacement of the wall have important effects on the earth pressure of retaining walls. Taking the cohesive backfill behind the inclined retaining wall as the research object, the relationship between the ...
Guihai Gao +3 more
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Active State Earth Pressure based on Dubrova’s Method of Redistribution of Pressure
Modes and magnitude of wall movement have great influence on the distribution of earth pressure behind retaining wall. For gravity retaining wall exerted by cohesionless soil rotating outward about the base, based on Dubrova’s method of redistribution ...
S.C. Wang, F. Xu, Y. Shao
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Rankine Active Earth Pressure of Unsaturated Filling under Earthquake
The pseudo-static method was adopted to expand the application field of classical Rankine soil pressure theory to the circumstance of infinite inclined backfill acting on the retaining wall under earthquakes.
Wei Fang +3 more
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DEM simulation of earth pressure mobilisation with active retaining wall movements [PDF]
This study presents 3D Discrete Element Method (DEM) simulations to analyse earth pressure distributions under active rigid wall movements in both loose and dense sand.
Dingwei He, Jikai Guo, Liang Cui
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Active earth pressure model tests versus finite element analysis [PDF]
The purpose of the paper is to compare failure mechanisms observed in small scale model tests on granular sample in active state, and simulated by finite element method (FEM) using Plaxis 2D software. Small scale model tests were performed on rectangular
Pietrzak Magdalena
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Calculation of Nonlimit Active Earth Pressure against Rigid Retaining Wall Rotating about Base
A retaining wall with sandy fill was considered as the research object in order to study the nonlimiting active earth pressure under the rotation about the base (RB mode).
Zeyue Wang, Xinxi Liu, Weiwei Wang
doaj +1 more source

