Results 1 to 10 of about 6,760,865 (281)

Experimental study on the nonlimit active earth pressure of finite soil in proximity engineering [PDF]

open access: yesScientific Reports
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
doaj   +3 more sources

An analytical study of active earth pressure in cohesive soil considering interlayer shear stress. [PDF]

open access: yesPLoS ONE
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
doaj   +3 more sources

Calculation of Nonlimit Active Earth Pressure against Rigid Retaining Wall Rotating about Base

open access: yesApplied Sciences, 2022
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   +2 more sources

Research on the simplified calculation method of non-limit active earth pressure of limited soil mass in adjacent foundation pits. [PDF]

open access: yesPLoS ONE
This study aims to solve two critical issues in close-proximity foundation pit engineering: the cumbersome calculation process of non-limit active earth pressure for confined soil masses, and the unclear quantitative relationship between earth pressure ...
Zhenbo Zhang   +6 more
doaj   +2 more sources

Active earth pressure against flexible retaining wall for finite soils under the drum deformation mode [PDF]

open access: yesScientific Reports, 2022
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
doaj   +2 more sources

Calculation of active earth pressure on external corners with equal length on both sides in excavation engineering [PDF]

open access: yesScientific Reports, 2023
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
doaj   +2 more sources

Active State Earth Pressure based on Dubrova’s Method of Redistribution of Pressure

open access: yesElectronic Journal of Structural Engineering, 2018
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
doaj   +2 more sources

Calculation of nonlimit active earth pressure of retaining walls based on curved sliding surface [PDF]

open access: yesScientific Reports
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
doaj   +2 more sources

Field Study on Earth Pressure of Finite Soil Considering Soil Displacement

open access: yesApplied Sciences, 2022
The classical earth pressure theory assumes a semi-infinite soil behind the wall, which is no longer applicable to the problem of earth pressure in the case of finite soil.
Haibo Hu   +5 more
doaj   +1 more source

Experimental study on failure mode and lateral earth pressure distribution of unsaturated sand behind retaining walls under active translation mode

open access: yesYantu gongcheng xuebao, 2023
Under the active translation mode, a series of laboratory model tests on the active earth pressure against rigid retaining walls with different wall roughnesses and water contents of backfill are carried out, in which the matric suction and earth ...
DENG Bo 1, 3, YANG Minghui 2, 3, ZHAO Minghua 3
doaj   +1 more source

Home - About - Disclaimer - Privacy