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contributor authorChengzeng Yan
contributor authorHui Ma
contributor authorZhicheng Tang
contributor authorWenhui Ke
date accessioned2023-04-07T00:29:26Z
date available2023-04-07T00:29:26Z
date issued2022/10/01
identifier other%28ASCE%29GM.1943-5622.0002570.pdf
identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4289128
description abstractDry shrinkage cracking of soil is a common phenomenon in nature. The shrinking and cracking of soil have been linked to several geological disasters. To simulate dry shrinkage cracking in soil, we present a continuous 2D moisture diffusion model, which is implemented in a GPU parallel multiphysics finite-discrete element software, namely MultiFracS. In this model, the moisture distribution of the system is analyzed initially, then the shrinkage stress caused by the change of moisture is calculated. Finally, the shrinkage stress is applied to the governing equation of FDEM to calculate the mechanical fracture. By repeating the preceding procedures, the soil shrinkage cracking problem can be simulated and investigated. We first verify the correctness of the model in dealing with the moisture diffusion problem in a continuous medium. Then we study the soil dry shrinkage and cracking, and compare the simulation results with the experimental results. The simulation results are in good agreement with the analytical solution or the existing literature results, which verifies the effectiveness of the 2D moisture diffusion continuous model to simulate the dry shrinkage cracking of soil.
publisherASCE
titleA Two-Dimensional Moisture Diffusion Continuous Model for Simulating Dry Shrinkage and Cracking of Soil
typeJournal Article
journal volume22
journal issue10
journal titleInternational Journal of Geomechanics
identifier doi10.1061/(ASCE)GM.1943-5622.0002570
journal fristpage04022172
journal lastpage04022172_13
page13
treeInternational Journal of Geomechanics:;2022:;Volume ( 022 ):;issue: 010
contenttypeFulltext


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