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考虑侵蚀-力学耦合的砂土渗流侵蚀有限元模拟

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基于基本渗流侵蚀控制方程及土体本构,提出了渗流侵蚀-力学耦合模型.该模型能够反映土体细颗粒含量、孔隙率、孔隙水压力等土体特性在渗流侵蚀中的动态变化过程.利用有限元的方法实现了该模型的数值模拟,揭示渗流侵蚀的机理,全面地描述渗流侵蚀发生、发展直至稳定过程中的特点,并探究了在砂土渗流侵蚀过程中物理力学特性的变化规律.侵蚀的过程分为三个阶段:起始侵蚀阶段,侵蚀过程刚刚开始发展缓慢;稳定侵蚀阶段,侵蚀快速发展;侵蚀平衡阶段,细颗粒沉积速率和流失速率逐渐达到一致,最终侵蚀终止.渗流侵蚀使得土体物理力学性质发生变化,土压力重新分布,进而导致地表发生沉降,沉降量与侵蚀程度成正相关,且在流失孔上方影响较大.
Finite Element Simulation of the Sand Internal Erosion Considering Erosion-Mechanical Coupling
Based on the basic internal erosion control equation and the soil mechanical constitutive model,a coupled internal ero-sion and mechanics model is proposed in this paper.The model can reflect the dynamic changes of the soil physical and mechani-cal properties such as the fine grain particle content,the porosity and the pore water pressure during the internal erosion.The model is simulated by finite element method to reveal the mechanism of internal erosion,describe the characteristics of internal erosion in the process of occurrence,development and stability,and explore the change law of physical and mechanical proper-ties in the process of sand internal erosion.The erosion process can be divided into three stages:the initial erosion stage,the e-rosion process just began to develop slowly;the steady erosion stage and the erosion rapid development stage;In the erosion e-quilibrium stage,the sedimentation rate and the loss rate of fine grain particles gradually reached the same,and finally the ero-sion stopped.The internal erosion changes the physical and mechanical properties of the soil and redistributes the soil pressure,which leads to the surface settlement.The magnitude of settlement is positively correlated with the degree of erosion,and it has a great influence over the drain hole.

Internal ErosionFinite Element MethodThree-phase couplinginternal erosion mechanism

王智、吴洋、朱先发、李颖捷、赵森森

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南通城市轨道交通有限公司,江苏南通 226007

同济大学土木工程学院地下建筑与工程系,上海 200092

渗流侵蚀 有限元法 三相耦合 侵蚀机理

2024

土工基础
湖北省土木建筑学会,中国科学院武汉岩土力学研究所,武汉市土木建筑学会

土工基础

影响因子:0.238
ISSN:1004-3152
年,卷(期):2024.38(3)