Viscous Behavior and Constitutive Modeling of Peaty Soil in Kunming, China-Reference-Cited by-同舟云学术

Viscous Behavior and Constitutive Modeling of Peaty Soil in Kunming, China

Published:2022-12 Issue:12 Volume:22 Page:
ISSN:1532-3641
Container-title:International Journal of Geomechanics
language:en
Short-container-title:Int. J. Geomech.

Author:

Chen Cheng¹,Li Xinming²,Liu Weizheng³^ORCID,Zhang Xianwei⁴^ORCID,Kong Lingwei⁵

Affiliation:

1. Associate Professor, State Key Laboratory of Geomechanics and Geotechnical Engineering, Institute of Rock and Soil Mechanics, Chinese Academy of Sciences, Wuhan 430071, China (corresponding author).

2. Associate Professor, School of Civil Engineering and Architecture, Zhongyuan Univ. of Technology, Zhengzhou 450007, China.

3. Associate Professor, School of Civil Engineering, Central South Univ., Changsha 410075, China. ORCID: .

4. Associate Professor, State Key Laboratory of Geomechanics and Geotechnical Engineering, Institute of Rock and Soil Mechanics, Chinese Academy of Sciences, Wuhan 430071, China. ORCID: .

5. Professor, State Key Laboratory of Geomechanics and Geotechnical Engineering, Institute of Rock and Soil Mechanics, Chinese Academy of Sciences, Wuhan 430071, China.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Soil Science

Link

https://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29GM.1943-5622.0002536

Reference50 articles.

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4. ASTM. 2014a. Standard test methods for specific gravity of soil solids by water pycnometer. ASTM D854-14. West Conshohocken, PA: ASTM.

5. ASTM. 2014b. Standard test methods for moisture, Ash, and organic matter of peat and other organic soils. ASTM D2974-14. West Conshohocken, PA: ASTM.