Effects of Freeze–Thaw Cycles on Volume Change Behavior and Mechanical Properties of Expansive Clay with Different Degrees of Compaction-Reference-Cited by-同舟云学术

Effects of Freeze–Thaw Cycles on Volume Change Behavior and Mechanical Properties of Expansive Clay with Different Degrees of Compaction

Published:2022-05 Issue:5 Volume:22 Page:
ISSN:1532-3641
Container-title:International Journal of Geomechanics
language:en
Short-container-title:Int. J. Geomech.

Author:

Huang Yinghao¹,Chen Yong²,Wang Shuo³,Wu Min⁴,Wang Wenchang⁵

Affiliation:

1. Professor, Geotechnical Engineering Dept., Nanjing Hydraulic Research Institute, Nanjing 210024, China; State Key Laboratory of Hydrology-Water Resources and Hydraulic Engineering Science, Nanjing 210029, China.

2. Master’s Student, Geotechnical Engineering Dept., Nanjing Hydraulic Research Institute, Nanjing 210024, China (corresponding author).

3. Ph.D. Student, Geotechnical Engineering Dept., Nanjing Hydraulic Research Institute, Nanjing 210024, China.

4. Master’s Student, Geotechnical Engineering Dept., Nanjing Hydraulic Research Institute, Nanjing 210024, China.

5. Assistant Engineer, Water Resources Bureau of Laixi City, Qingdao 266699, China.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Soil Science

Link

https://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29GM.1943-5622.0002347

Reference39 articles.

1. Impact of freeze–thaw cycles on mechanical behaviour of lime stabilized gypseous soils

2. Experimental investigation of volume change behavior of swelling soil

3. Characteristics of Asphalt Pavement Damage in Degrading Permafrost Regions: Case Study of the Qinghai–Tibet Highway, China

4. Product end-of-life options selection: grey relational analysis approach

5. Freeze–thaw performance of phase change material (PCM) incorporated canal foundation expansive soil;Chen Y.;Research Square,2021

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