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contributor authorJingwu Zhang
contributor authorMingdong Li
contributor authorJinxiang Yi
contributor authorDi Wu
contributor authorXinjun Chai
date accessioned2024-04-27T22:38:19Z
date available2024-04-27T22:38:19Z
date issued2024/05/01
identifier other10.1061-IJGNAI.GMENG-9422.pdf
identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4297138
description abstractThe distribution of lateral earth pressure acting on underwater rock-socketed circular diaphragm walls was investigated using theoretical analyses. Emphasis was placed on the relationship between the motion modes associated with the magnitude of the radial deflection of the wall and the lateral earth pressure. A framework for determining the distribution of radial displacement–dependent earth pressure based on the horizontal differential element method was introduced. The applicability of the proposed theoretical method was then verified by comparison with results that considered earth pressure in limit state, and radial deflection of the wall and water level. The predicted earth pressure and its distribution were found to be in good agreement with the analytical solutions and observed data. Detailed parametric analyses were further performed to study the impact of soil properties, excavation radius, and water level on the distribution of radial displacement–dependent earth pressure under different radial wall movement modes of a circular retaining structure.
publisherASCE
titleAnalytical Solution for Radial Displacement–Dependent Earth Pressure Acting on Underwater Rock-Socketed Circular Diaphragm Walls
typeJournal Article
journal volume24
journal issue5
journal titleInternational Journal of Geomechanics
identifier doi10.1061/IJGNAI.GMENG-9422
journal fristpage04024083-1
journal lastpage04024083-13
page13
treeInternational Journal of Geomechanics:;2024:;Volume ( 024 ):;issue: 005
contenttypeFulltext


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