The generalized coefficients of earth pressure: a unified approach
L Pantelidis - Applied Sciences, 2019 - mdpi.com
This paper offers an extension of Cauchy's first law of motion to deformable bodies with
internal resistance with application to earth pressures. In this respect, a unified continuum …
internal resistance with application to earth pressures. In this respect, a unified continuum …
Parametric studies of wall displacement in excavations with inclined framed retaining walls
G Zheng, Z Guo, H Zhou, D Yu, E Wang… - International Journal …, 2022 - ascelibrary.org
Due to the limitation of cantilever wall in practice, an innovative retaining structure, named
inclined framed retaining wall (IFRW), has been developed. The aim of this investigation is …
inclined framed retaining wall (IFRW), has been developed. The aim of this investigation is …
Analysis of the stress distribution across a retaining wall backfill
A computationally efficient, analytical approach to evaluate the stress distribution across a
frictional-cohesive backfill behind a rigid retaining wall under static conditions is presented …
frictional-cohesive backfill behind a rigid retaining wall under static conditions is presented …
Passive resistance of retaining walls supporting layered cohesionless backfill: A plasticity approach
G Santhoshkumar, P Ghosh - Journal of Geotechnical and …, 2021 - ascelibrary.org
A theoretical model was developed to determine the seismic passive earth pressure on
vertical cantilever retaining walls supporting a two-layered cohesionless backfill with a loose …
vertical cantilever retaining walls supporting a two-layered cohesionless backfill with a loose …
Formula of Passive Earth Pressure and Prediction of Tunneling-Induced Settlement in Anisotropic Ground Based on a Simple Method
The existence of soil anisotropy makes the strength and deformation of the ground
dependent on the loading direction, which should be considered in some geotechnical …
dependent on the loading direction, which should be considered in some geotechnical …
Dice Method: A Novel Approach to Evaluate Stress States Across a Retaining Wall Backfill
KKPM Kannangara, SY Xu - … (ICGRE'18),[Part of 3rd World …, 2018 - scholars.cityu.edu.hk
An analytical approach to predict the stress distribution across a frictional-cohesive backfill,
considering pseudo-static inertia forces, is presented herein. Vertical slices adopted in a …
considering pseudo-static inertia forces, is presented herein. Vertical slices adopted in a …