Experimental Evaluation of Lateral Swelling Pressure of Expansive Soil Fill behind a Retaining Wall

Author:

Zhang Rui1,Liu Zhengnan2ORCID,Zheng Jianlong3,Zhang Junhui3

Affiliation:

1. Associate Professor, National Engineering Laboratory of Highway Maintenance Technology and Dept. of Traffic and Transportation Engineering, Changsha Univ. of Science and Technology, Changsha, Hunan 410114, PR China.

2. Ph.D. Candidate, Dept. of Traffic and Transportation Engineering, Changsha Univ. of Science and Technology, Changsha, Hunan 410114, PR China (corresponding author). ORCID: .

3. Professor, National Engineering Laboratory of Highway Maintenance Technology and Dept. of Traffic and Transportation Engineering, Changsha Univ. of Science and Technology, Changsha, Hunan 410114, PR China.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanics of Materials,General Materials Science,Building and Construction,Civil and Structural Engineering

Reference28 articles.

1. Evaluation of strain and stress states of a compacted highly expansive soil using a thin-walled oedometer

2. Assessments of swelling anisotropy of Ankara clay

3. In situ measurement of total natural horizontal stresses in an expansive clay

4. Chen F. H. and D. Huang. 1987. “Lateral expansion pressure on basement walls.” In Proc. 6th Int. Conf. on Expansive Soils 55–59. New Delhi India: International Society for Soil Mechanics and Geotechnical Engineering.

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