Investigating the Cushion Effect of Using Pebble Gravel in Bridge Foundations through Laboratory Cyclic Direct Shear Tests

Author:

Liang Fayun1ORCID,Li Tongda2,Qian Yu3ORCID,Wang Chen4ORCID,Jia Yajie5

Affiliation:

1. Professor, Dept. of Geotechnical Engineering, Tongji Univ., Shanghai 200092, China. ORCID: .

2. Ph.D. Student, Dept. of Geotechnical Engineering, Tongji Univ., Shanghai 200092, China.

3. Assistant Professor, Dept. of Civil and Environmental Engineering, Univ. of South Carolina, Columbia, SC 29208 (corresponding author). ORCID: .

4. Assistant Professor, Dept. of Geotechnical Engineering, Tongji Univ., Shanghai 200092, China. ORCID: .

5. Formerly, Ph.D. Student, Dept. of Geotechnical Engineering, Tongji Univ., Shanghai 200092, China.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Geotechnical Engineering and Engineering Geology,General Environmental Science

Reference59 articles.

1. Experimental study of stick-slip behaviour

2. Jamming and Fluctuations in Granular Drag

3. Experimental investigations of the soil–concrete interface: Physical mechanisms, cyclic mobilization, and behaviour at different temperatures;Alice D. D.;Can. Geotech. J.,2017

4. Experimental investigation of slip-stick behaviour in granular materials

5. Cyclic shear test of a geosynthetic clay liner for a secondary containment application

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