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contributor authorTian-Cheng Le
contributor authorChun Liu
contributor authorChao-Sheng Tang
contributor authorXiao-Yu Zhang
contributor authorBin Shi
date accessioned2022-05-07T21:19:30Z
date available2022-05-07T21:19:30Z
date issued2021-11-30
identifier other(ASCE)GT.1943-5606.0002747.pdf
identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4283584
description abstractDesiccation cracking in clayey soil, which may lead to soil erosion, geotechnical engineering accidents, or even environmental pollution, is a serious problem nowadays. This research proposed a multifield coupling discrete-element model of clayey soil, in which each element represented a certain volume of soil. Meanwhile, the uneven distribution and transfer of moisture were also achieved. By establishing the relationships between water content and element radius, Young’s modulus, and tensile strength, respectively, the model coupled the moisture field with the stress field. Through a discrete-element simulation of desiccation cracking in a thin clay layer, the gradual development of crack network was successfully reproduced, and the proposed model was validated. The uneven moisture distribution in the numerical specimen indicates that cracks can intensify evaporation by increasing the area of soil-air interface. Layer thickness, evaporation intensity, soil-base interaction, and compressive strength are proved to have significant impacts on crack pattern by influencing the equilibrium between desiccation shrinking and cracking. This research provides a new means to study the mechanism of desiccation cracking under multifield coupling effects.
publisherASCE
titleNumerical Simulation of Desiccation Cracking in Clayey Soil Using a Multifield Coupling Discrete-Element Model
typeJournal Paper
journal volume148
journal issue2
journal titleJournal of Geotechnical and Geoenvironmental Engineering
identifier doi10.1061/(ASCE)GT.1943-5606.0002747
journal fristpage04021183
journal lastpage04021183-11
page11
treeJournal of Geotechnical and Geoenvironmental Engineering:;2021:;Volume ( 148 ):;issue: 002
contenttypeFulltext


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