Semianalytical Solution for the Transient Response of One-Dimensional Saturated Multilayered Soil Column-Reference-Cited by-同舟云学术

Semianalytical Solution for the Transient Response of One-Dimensional Saturated Multilayered Soil Column

Published:2022-12 Issue:12 Volume:22 Page:
ISSN:1532-3641
Container-title:International Journal of Geomechanics
language:en
Short-container-title:Int. J. Geomech.

Author:

Zhao Yun¹,Chen Xuemei²,Shan Zhendong³,Ling Daosheng⁴,Xiao Zhaoran⁵

Affiliation:

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

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

3. Professor, Institute of Engineering Mechanics, China Earthquake Administration, 29 Xuefu Rd., Harbin 150080, China (corresponding author).

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

5. 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)

Subject

Soil Science

Link

https://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29GM.1943-5622.0002600

Reference24 articles.

1. Bellman, R. 1970. Introduction to matrix analysis. New York: McGraw-Hill.

2. Pore pressure generation in a poro-elastic soil under moving train loads

3. Theory of Propagation of Elastic Waves in a Fluid‐Saturated Porous Solid. I. Low‐Frequency Range

4. Theory of Propagation of Elastic Waves in a Fluid‐Saturated Porous Solid. II. Higher Frequency Range

5. Dynamic response of pavements on poroelastic half-space soil medium to a moving traffic load

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