Thermal Consolidation of Saturated Silty Clay Considering Different Temperature Paths: Experimental Study and Constitutive Modeling-Reference-Cited by-同舟云学术

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Thermal Consolidation of Saturated Silty Clay Considering Different Temperature Paths: Experimental Study and Constitutive Modeling

Published:2022-03 Issue:3 Volume:22 Page:
ISSN:1532-3641
Container-title:International Journal of Geomechanics
language:en
Short-container-title:Int. J. Geomech.

Author:

Yang Guangchang¹,Liu Yang²,Chen Peipei³

Affiliation:

1. Lecturer, Dept. of Civil Engineering, Univ. of Science and Technology Beijing, Beijing 100083, China (corresponding author).

2. Professor, Dept. of Civil Engineering, Univ. of Science and Technology Beijing, Beijing 100083, China.

3. Associate Professor, School of Science, Beijing Univ. of Civil Engineering and Architecture, Beijing 102616, China.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Soil Science

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29GM.1943-5622.0002294

Reference43 articles.

1. Thermally induced volume change and excess pore water pressure of soft Bangkok clay

2. Experimental Evaluation of Engineering Behavior of Soft Bangkok Clay under Elevated Temperature

3. Pore pressure and consolidation of saturated silty clay induced by progressively heating/cooling

4. Irreversible consolidation problem of a saturated porothermoelastic spherical body with a spherical cavity

5. Cotransport of heavy metals and SiO2 particles at different temperatures by seepage

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