A general analytical solution for axisymmetric electro‐osmotic consolidation of unsaturated soil with semi‐permeable boundary

Author:

Zhao Xudong1ORCID,Ni Junjun23ORCID,Liu Yang4ORCID,Gong Wenhui5

Affiliation:

1. Key Laboratory of Geotechnical Mechanics and Engineering of the Ministry of Water Resources Changjiang River Scientific Research Institute Wuhan China

2. Institute of Geotechnical Engineering School of Transportation Southeast University Nanjing China

3. State Key Laboratory of Subtropical Building and Urban Science, School of architecture South China University of Technology Guangzhou China

4. Department of Civil and Environmental Engineering The Hong Kong Polytechnic University Hong Kong SAR China

5. School of Civil and Hydraulic Engineering Huazhong University of Science and Technology Wuhan China

Abstract

AbstractThis study proposes a closed‐form solution for axisymmetric electro‐osmotic consolidation of unsaturated soil under semi‐permeable boundary conditions. The governing equations are formulated to allow for vertical and radial flows of liquid and air phases. The techniques of eigenfunction expansion and Laplace transformation are employed to develop the exact solution for excess pore‐air (EPAP) and pore‐water pressures (EPWP). The proposed solution is first validated by comparing it to an existing solution, followed by verification through finite element simulations. Both methods of validation confirm the accuracy of the analytical solution. Then, based on the obtained solution, the effects of vertical flow, semi‐permeable boundary conditions, electrical voltage, electro‐osmosis conductivity and spacing ratio re/rw on the consolidation profile have been further investigated. Parametric studies show that the EPWP at the steady state depends on the electro‐osmosis conductivity and applied electricity gradient. In addition, the dissipation rates of EPWP and EPAP in the axisymmetric electro‐osmotic consolidation would be underestimated if the vertical flows are neglected. The semi‐permeable boundary conditions have great influences on the dissipation rate and the steady‐state solution. The proposed solution could serve as a theoretical basis for axisymmetric electro‐osmotic consolidation of unsaturated soil.

Funder

National Natural Science Foundation of China

Fundamental Research Funds for the Central Universities

Publisher

Wiley

Cited by 1 articles. 订阅此论文施引文献 订阅此论文施引文献,注册后可以免费订阅5篇论文的施引文献,订阅后可以查看论文全部施引文献

1. One‐dimensional consolidation analysis of layered soil with exponential flow under continuous drainage boundary;International Journal for Numerical and Analytical Methods in Geomechanics;2024-08-05

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