Mechanical Behavior of Pile Foundations Associated with Water Infiltration in Unsaturated Collapsible Soils-Reference-Cited by-同舟云学术

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Mechanical Behavior of Pile Foundations Associated with Water Infiltration in Unsaturated Collapsible Soils

Published:2024-06 Issue:6 Volume:24 Page:
ISSN:1532-3641
Container-title:International Journal of Geomechanics
language:en
Short-container-title:Int. J. Geomech.

Author:

Liu Yunlong¹,Jiang Shipeng¹,Vanapalli Sai K.²^ORCID,Li Jiajia³

Affiliation:

1. Dept. of Civil Engineering, Zhengzhou Univ., Zhengzhou 450001, Henan, China.

2. Dept. of Civil Engineering, Univ. of Ottawa, Ottawa, ON K1N6N5, Canada (corresponding author). ORCID: .

3. China Construction Seventh Engineering Division Co., Ltd., Zhengzhou 450001, Henan, China.

Publisher

American Society of Civil Engineers (ASCE)

Link

https://ascelibrary.org/doi/pdf/10.1061/IJGNAI.GMENG-9279

Reference55 articles.

1. ASTM. 2007. Standard test method for particle-size analysis of soils. ASTM D422-63. West Conshohocken, PA: ASTM.

2. ASTM. 2010a. Standard test methods for liquid limit, plastic limit, and plasticity index of soils. ASTM D4318-10e1. West Conshohocken, PA: ASTM.

3. ASTM. 2010b. Standard test method for measurement of soil potential (suction) using filter paper. ASTM D5298-10. West Conshohocken, PA: ASTM.

4. ASTM. 2012. Direct shear test of soils under consolidated drained conditions. ASTM D3080/D3080M-11. West Conshohocken, PA: ASTM.

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

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