Results 171 to 180 of about 5,753,745 (253)
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Static and seismic earth pressure coefficients for vertical walls with horizontal backfill
Soil Dynamics and Earthquake Engineering, 2018K Krabbenhoft
exaly +2 more sources
, 2020
The existing earth pressure theories, such as Rankine's theory and Coulomb's theory, adopt planar slip surfaces to establish force equilibrium equations.
Rui Rui +4 more
semanticscholar +1 more source
The existing earth pressure theories, such as Rankine's theory and Coulomb's theory, adopt planar slip surfaces to establish force equilibrium equations.
Rui Rui +4 more
semanticscholar +1 more source
, 2020
This paper aims at studying the active and passive earth pressures on the retaining structures having an unsaturated backfill. To this end, the well-established lower bound limit analysis coupled with the finite element method and the second-order cone ...
H. Fathipour +3 more
semanticscholar +1 more source
This paper aims at studying the active and passive earth pressures on the retaining structures having an unsaturated backfill. To this end, the well-established lower bound limit analysis coupled with the finite element method and the second-order cone ...
H. Fathipour +3 more
semanticscholar +1 more source
Active Earth Pressure on Rigid Retaining Walls Built Near Rock Faces
International Journal of Geomechanics, 2020Rock faces prevent adequate calculation of the active earth pressure of retaining wall near rock faces via the Coulomb and Rankine theories.
Ming-xing Xie +4 more
semanticscholar +1 more source
Challenges of earth-pressure-balance tunnelling in weathered granite with boulders
, 2020This paper presents a case history of an earth pressure balance shield tunnelling project in Guangzhou, China.
N. Zhang, S. Shen, Annan Zhou, H. Lyu
semanticscholar +1 more source
, 2020
In order to improve the theoretical strictness and expand the applied range of the traditional earth pressure calculation methods, a new analytical solution for the active earth pressure distribution of the cohesionless backfill soil has been established.
Wen-gui Cao +3 more
semanticscholar +1 more source
In order to improve the theoretical strictness and expand the applied range of the traditional earth pressure calculation methods, a new analytical solution for the active earth pressure distribution of the cohesionless backfill soil has been established.
Wen-gui Cao +3 more
semanticscholar +1 more source
Computers and geotechnics, 2019
For deep-buried shield tunnels in sand, it is difficult to determine the loosening earth pressure in front of tunnel face due to the significant soil arching effect during excavation.
T. Wan +3 more
semanticscholar +1 more source
For deep-buried shield tunnels in sand, it is difficult to determine the loosening earth pressure in front of tunnel face due to the significant soil arching effect during excavation.
T. Wan +3 more
semanticscholar +1 more source
Earth pressure prediction in the chamber for earth pressure balanced shield machines
International Journal of Computer Applications in Technology, 2018Earth pressure balanced (EPB) shield machines are large and complex mechanical systems and have been widely applied to tunnel projects. The earth pressure in the chamber is very important for EPB shield machines to avoid ground settlement and guarantee safe construction during the tunnelling process.
Yi An +3 more
openaire +1 more source
Three-dimensional active earth pressure under transient unsaturated flow conditions
, 2020The active earth pressure evaluation was typically conducted assuming dry backfills and/or two-dimensional collapse mechanisms. In practice, retained slope collapse usually shows a three-dimensional (3D) feature and soils are usually unsaturated.
Zheng-wei Li, Xiao‐Li Yang
semanticscholar +1 more source

