Mechanics of Completely Decomposed Granite: Example of Transitional Behavior-Reference-Cited by-同舟云学术

Mechanics of Completely Decomposed Granite: Example of Transitional Behavior

Published:2021-09 Issue:9 Volume:21 Page:06021023
ISSN:1532-3641
Container-title:International Journal of Geomechanics
language:en
Short-container-title:Int. J. Geomech.

Author:

Liu Pan¹,Yang Xueqiang²,Zhou Xiaowen³

Affiliation:

1. Postdoctoral Fellow, School of Civil and Transportation Engineering, Guangdong Univ. of Technology, Guangzhou 510006, China.

2. Professer, School of Civil and Transportation Engineering, Guangdong Univ. of Technology, Guangzhou 510006, China (corresponding author).

3. Professer, School of Civil Engineering and Transportation, South China Univ. of Technology, Guangzhou 510641, China.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Soil Science

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29GM.1943-5622.0002142

Reference35 articles.

1. The mechanics of subglacial sediment: an example of new “transitional” behaviour

2. Changes to particle characteristics associated with the compression of sands

3. ASTM. 2018. Standard practice for classification of soils for engineering purposes (unified soil classification system). ASTM D2487-17. West Conshohocken, PA: ASTM.

4. BSI (British Standards Institution). 1990. Methods of tests for soils for civil engineering purposes. London: BSI.

5. On the compressibility and shear strength of natural clays

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