Changes in the Permeability and Permeability Anisotropy of Reconstituted Clays under One-Dimensional Compression and the Corresponding Micromechanisms-Reference-Cited by-同舟云学术

Changes in the Permeability and Permeability Anisotropy of Reconstituted Clays under One-Dimensional Compression and the Corresponding Micromechanisms

Published:2022-02 Issue:2 Volume:22 Page:
ISSN:1532-3641
Container-title:International Journal of Geomechanics
language:en
Short-container-title:Int. J. Geomech.

Author:

Jia Rui¹^ORCID,Lei Huayang²,Hino Takenori³,Li Kai⁴

Affiliation:

1. Associate Professor, School of Civil Engineering, Tianjin Univ., Room C202, Building 43, 135 Yaguan Rd., Jinnan District, Tianjin 300350, China (corresponding author). ORCID: .

2. Professor, Key Laboratory of Coast Civil Structure Safety of Ministry of Education, Tianjin Univ., 135 Yaguan Rd., Jinnan District, Tianjin 300350, China.

3. Professor, Dept. of Civil Engineering and Architecture, Saga Univ., 1 Honjo-machi, Saga-city, Saga 840-8502, Japan.

4. Lecturer, School of Agriculture and Hydraulic Engineering, Suihua Univ., 18 South Huanghe Rd., Beilin District, Suihua 152061, Heilongjiang, China.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Soil Science

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29GM.1943-5622.0002260

Reference54 articles.

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2. 3-D consolidation analysis of layered soil with anisotropic permeability using analytical layer-element method

3. Some measurements of the permeability of kaolin

4. Bo, M. W., J. Chu, B. K. Low, and V. Choa. 2003. Soil improvement: Prefabricated vertical drain technique. Singapore: Thomson Learning.

5. Evaluating the in-situ hydraulic conductivity of soft soil under land reclamation fills with the BAT permeameter

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