Experimental Investigations on the Soil–Water Characteristic Curve and the Deformation Behaviors of Unsaturated Cement–Stabilized Soft Clay-Reference-Cited by-同舟云学术

Experimental Investigations on the Soil–Water Characteristic Curve and the Deformation Behaviors of Unsaturated Cement–Stabilized Soft Clay

Author:

Liu Wen-hua¹^ORCID,Sang Jin²^ORCID,Hong Guo-qian³,Li Wu-gang⁴,Hu Pan⁵^ORCID,Wang Long⁶,Lin Xin-yi³

Affiliation:

1. Associate Professor, School of Environment and Civil Engineering, Jiangnan Univ., Wuxi 214122, China (corresponding author). ORCID: .

2. Master’s Degree Candidate, School of Environment and Civil Engineering, Jiangnan Univ., Wuxi 214122, China. ORCID: .

3. Master’s Degree Candidate, School of Environment and Civil Engineering, Jiangnan Univ., Wuxi 214122, China.

4. Associate Researcher, School of Environment and Civil Engineering, Jiangnan Univ., Wuxi 214122, China.

5. Senior Lecturer, School of Engineering, Design and Built Environment, Western Sydney Univ., Penrith, NSW 2751, Australia. ORCID: .

6. Lecturer, School of Environment and Civil Engineering, Jiangnan Univ., Wuxi 214122, China.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Soil Science

Link

Reference51 articles.

5. ASTM. 2010a. Standard test method for liquid limit, plastic limit, and plasticity index of soils. ASTM D4318. West Conshohocken, PA: ASTM.

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