Vertical Vibrations of a Rigid Foundation Embedded in a Poroelastic Half Space-Reference-Cited by-同舟云学术

Vertical Vibrations of a Rigid Foundation Embedded in a Poroelastic Half Space

Published:2010-03 Issue:3 Volume:136 Page:390-398
ISSN:0733-9399
Container-title:Journal of Engineering Mechanics
language:en
Short-container-title:J. Eng. Mech.

Author:

Cai Yuanqiang¹²,Hu Xiuqing¹²

Affiliation:

1. Professor, MOE Key Laboratory of Soft Soils and Geoenvironmental Engineering, Zhejiang Univ., Hangzhou 310058, People’s Republic of China (corresponding author).

2. Ph.D. Student, MOE Key Laboratory of Soft Soils and Geoenvironmental Engineering, Zhejiang Univ., Hangzhou 310058, People’s Republic of China.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanical Engineering,Mechanics of Materials

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%290733-9399%282010%29136%3A3%28390%29

Reference32 articles.

1. Impedance of surface footings on layered ground

2. Impedance functions for foundations embedded in a layered medium: An integral equation approach

3. On the calculation of excited vibrations of embedded foundation (in Russian);Baranov V. A.;Polytechnical Institute of Riga: Voprosy Dynamiki: Prochnocti,1967

4. General Theory of Three‐Dimensional Consolidation

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

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