Evaluation of Soil–Structure Interface Models

Author:

Wang Hai-Lin1,Yin Zhen-Yu2,Jin Yin-Fu3,Gu Xiao-Qiang4

Affiliation:

1. Ph.D. Candidate, Dept. of Civil and Environmental Engineering, The Hong Kong Polytechnic Univ., Hong Kong 999077, China; Ph.D. Candidate, Dept. of Geotechnical Engineering, College of Civil Engineering, Tongji Univ., Shanghai 200092, China.

2. Professor, Dept. of Civil and Environmental Engineering, The Hong Kong Polytechnic Univ., Hong Kong 999077, China (corresponding author).

3. Professor, College of Civil and Transportation Engineering, Shenzhen Univ., Shenzhen 518060, China.

4. Professor, Dept. of Geotechnical Engineering, College of Civil Engineering, Tongji Univ., Shanghai 200092, China.

Publisher

American Society of Civil Engineers (ASCE)

Reference66 articles.

1. A new look at the statistical model identification

2. Arnold, M., and I. Herle. 2006. “Hypoplastic description of the frictional behaviour of contacts.” In Numerical methods in geotechnical engineering, 101–106. New York: McGraw-Hill.

3. Interface shear box tests for assessing axial pipe–soil resistance

4. Experimental Study of Static and Dynamic Friction Between Sand and Typical Constuction Materials

5. Finite Element Analyses of Retaining Wall Behavior

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