Dynamic Response of a Rigid Cylinder Foundation in a Poroviscoelastic Soil Layer Resting on Rigid Bedrock under a Vertical Time-Harmonic Load-Reference-Cited by-同舟云学术

Dynamic Response of a Rigid Cylinder Foundation in a Poroviscoelastic Soil Layer Resting on Rigid Bedrock under a Vertical Time-Harmonic Load

Published:2019-05 Issue:5 Volume:19 Page:04019033
ISSN:1532-3641
Container-title:International Journal of Geomechanics
language:en
Short-container-title:Int. J. Geomech.

Author:

Zhang Shiping¹,Wang Pengxu²

Affiliation:

1. Lecturer, Key Laboratory of Road Structure and Material of the Ministry of Transport (Changsha), School of Traffic and Transportation Engineering, Changsha Univ. of Science and Technology, Changsha, Hunan 410114, China (corresponding author).

2. Engineer, Northern Engineering and Technology Corporation, MCC, No. 16, Tonghui Rd., Economic development Zone, Dalian 116600, China.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Soil Science

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29GM.1943-5622.0001410

Reference43 articles.

1. Vibration Analysis of a Rigid Circular Disk Embedded in a Transversely Isotropic Solid

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

3. Investigation of Foundation Vibrations Resting on a Layered Soil System

4. Dynamic Response of Footings Resting on a Sand Layer of Finite Thickness

5. Dynamic Stiffness of Foundations on Fluid‐Filled Poroelastic Stratum

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