Three-Dimensional Frequency-Domain Green’s Functions of a Finite Fluid-Saturated Soil Layer Underlain by Rigid Bedrock to Interior Loadings-Reference-Cited by-同舟云学术

Three-Dimensional Frequency-Domain Green’s Functions of a Finite Fluid-Saturated Soil Layer Underlain by Rigid Bedrock to Interior Loadings

Published:2022-01 Issue:1 Volume:22 Page:
ISSN:1532-3641
Container-title:International Journal of Geomechanics
language:en
Short-container-title:Int. J. Geomech.

Author:

Zhang Shiping¹^ORCID,Pak Ronald Y. S.²,Zhang Junhui³

Affiliation:

1. Lecturer, National Engineering Laboratory of Highway Maintenance Technology; Hunan International Scientific and Technological Innovation Cooperation Base of Advanced Construction and Maintenance Technology of Highway; School of Traffic and Transportation Engineering, Changsha Univ. of Science & Technology, Changsha 410114, Hunan, China (corresponding author). ORCID: .

2. Professor, Dept. of Civil, Environmental, and Architectural Engineering, Univ. of Colorado, Boulder, CO 80309-0428.

3. Professor, National Engineering Laboratory of Highway Maintenance Technology; Hunan International Scientific and Technological Innovation Cooperation Base of Advanced Construction and Maintenance Technology of Highway; School of Traffic and Transportation Engineering, Changsha Univ. of Science & Technology, Changsha 410114, Hunan, China.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Soil Science

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29GM.1943-5622.0002235

Reference60 articles.

1. Continuum Mechanics of Lateral Soil–Pile Interaction

2. Influences of Biot's compressible parameters on dynamic response of vertically loaded multilayered poroelastic soils

3. A frequency domain boundary element formulation for dynamic interaction problems in poroviscoelastic media

4. 3D dynamic responses of a multi-layered transversely isotropic saturated half-space under concentrated forces and pore pressure

5. Bathe, K. J. 1983. “Nonlinear finite element analysis and ADINA.” In Proc. 4th ADINA Conf., 929. Oxford: Pergamon.

Cited by 29 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. A unified depth-dependent soil mode function for horizontal response of single floating piles in layered soil using improved Tajimi’s model;Computers and Geotechnics;2024-08

2. Kinematic response of the single floating piles in the two-layered soil subjected to vertically incident P-waves;Ocean Engineering;2024-01

3. A Wave Based Method for the analysis of a fully and partially saturated halfspace under harmonic loading;Computers & Structures;2023-07

4. Study on vibration isolation performance of wave impeding block in unsaturated soil foundation under an underground dynamic load;Journal of Low Frequency Noise, Vibration and Active Control;2023-05-19

5. Effect of various configurations of swirl generator system on the hydrothermal performance of the flat-plate solar collector;Alexandria Engineering Journal;2023-03