A Semianalytical Solution for the Transient Response of One-Dimensional Unsaturated Single-Layer Porous Media with General Boundary Conditions

Author:

Zhao Yun1,Chen Xuemei2,Chen Zhanglong3,Ling Daosheng4,Shan Zhendong5,Xiao Zhaoran6

Affiliation:

1. Lecturer, College of Civil Engineering and Architecture, Henan Univ. of Technology, Number 32 Building, Lianhua Rd., Zhengzhou 450001, China.

2. Master’s Student, College of Civil Engineering and Architecture, Henan Univ. of Technology, Number 32 Building, Lianhua Rd., Zhengzhou 450001, China.

3. Research Fellow, State Key Laboratory of Hydro-Science and Engineering, Dept. of Hydraulic Engineering, Tsinghua Univ., Beijing 100084, China.

4. Professor, MOE Key Laboratory of Soft Soils and Geoenvironmental Engineering, Zhejiang Univ., Anzhong Building, 866 Yuhangtang Rd., Hangzhou 310058, China (corresponding author).

5. Professor, Institute of Engineering Mechanics, China Earthquake Administration, 29 Xuefu Rd., Harbin 150080, China.

6. Professor, College of Civil Engineering and Architecture, Henan Univ. of Technology, Number 32 Building, Lianhua Rd., Zhengzhou 450001, China.

Publisher

American Society of Civil Engineers (ASCE)

Reference33 articles.

1. Extended precise integration solution to layered transversely isotropic unsaturated poroelastic media under harmonically dynamic loads

2. Linear Elastic Wave Propagation in Unsaturated Sands, Silts, Loams and Clays

3. Ashayeri, I., M. Kamalian, and M. K. Jafari. 2008. “Laplace domain two dimensional fundamental solutions to dynamic unsaturated poroelasticity.” In Advances in boundary element techniques IX, edited by R. Abascal and M. H. Aliabadi, 163–169. Grays, UK: EC.

4. Analytical 3D transient elastodynamic fundamental solution of unsaturated soils

5. On the Angle Condition in the Finite Element Method

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