Numerical Investigation of Transition Mechanism between the Two Kinds of Compressional Waves in Saturated Geotechnical Media-Reference-Cited by-同舟云学术

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Numerical Investigation of Transition Mechanism between the Two Kinds of Compressional Waves in Saturated Geotechnical Media

Published:2019-03 Issue:3 Volume:19 Page:06018038
ISSN:1532-3641
Container-title:International Journal of Geomechanics
language:en
Short-container-title:Int. J. Geomech.

Author:

Liu Jian¹,Li Xuanzheng²,Liu Junwei³,Han Bo⁴

Affiliation:

1. Professor, School of Civil Engineering, Shandong Univ., Jinan 250061, China.

2. Ph.D. Candidate, School of Civil Engineering, Shandong Univ., Jinan 250061, China.

3. Associate Professor, School of Civil Engineering, Qingdao Univ. of Technology, Qingdao 266033, China.

4. Professor, School of Civil Engineering, Shandong Univ., Jinan 250061, China (corresponding author).

Publisher

American Society of Civil Engineers (ASCE)

Subject

Soil Science

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29GM.1943-5622.0001345

Reference25 articles.

1. Numerical simulation of the Biot slow wave in water‐saturated Nivelsteiner Sandstone

2. Velocity and attenuation of compressional waves in nearly saturated soils

3. Confirmation of Biot’s theory

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

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

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1. Flow and deformation due to periodic loading in a soft porous material;Journal of Fluid Mechanics;2023-10-23

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