Earth pressure in narrow cohesive-fictional soils behind retaining walls rotated about the top: An analytical approach
Author:
Publisher
Elsevier BV
Subject
Computer Science Applications,Geotechnical Engineering and Engineering Geology
Reference48 articles.
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3. Base Instability Triggered by Hydraulic Uplift of Pit-in-Pit Braced Excavations in Soft Clay Overlying a Confined Aquifer;Chen;KSCE J. Civ. Eng.,2020
4. Active Earth Pressure of Narrow Granular Backfill against Rigid Retaining Wall Near Rock Face under Translation Mode;Chen;Int. J. Geomech.,2019
5. Passive Earth Pressure of Narrow Cohesionless Backfill Against Rigid Retaining Walls Rotating About the Base;Chen;Int. J. Geomech.,2021
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2. Active failure mechanisms and earth pressure of narrow backfill behind retaining structures;International Journal of Physical Modelling in Geotechnics;2024-09-01
3. Seepage-induced passive earth pressure modification of retaining structures considering composite failure surface;Marine Georesources & Geotechnology;2024-05-11
4. Theoretical Analysis of Lateral Soil Arching Effect for Sand with Retaining Wall Under Inner Convex Deformation Mode;2024
5. Discrete element analysis and analytical method on failure mechanism of retaining structures with narrow granular backfill;International Journal for Numerical and Analytical Methods in Geomechanics;2023-11-17
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