Influence of Consolidation Shear Stress Magnitude and Orientation on Stress–Strain Behavior of Sand under Traffic Loading

Author:

Wang Juntian1ORCID,Yang Yunming2,Yu Hai-Sui3,Yu Qihao4,Li Xiang4

Affiliation:

1. Ph.D. Student, Dept. of Civil Engineering, Univ. of Nottingham Ningbo, 199 Taikang East Rd., Ningbo 315100, China. ORCID: .

2. Associate Professor, Dept. of Civil Engineering, Univ. of Nottingham Ningbo, 199 Taikang East Rd., Ningbo 315100, China (corresponding author).

3. Professor, School of Civil Engineering, Univ. of Leeds, Leeds LS2 9JT, UK.

4. Ph.D. Student, Dept. of Civil Engineering, Univ. of Nottingham Ningbo, 199 Taikang East Rd., Ningbo 315100, China.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Soil Science

Reference32 articles.

1. Internal Fluidization in Granular Soils

2. Liquefaction of sand under bidirectional monotonic and cyclic loading;Boulanger R. W.;J. Geotech. Eng.,1995

3. Budhu M. 1979. “Simple shear deformation of sands.” Ph.D. thesis Cambridge Univ.

4. One-way cyclic triaxial behavior of saturated clay: Comparison between constant and variable confining pressure;Cai Y.;J. Geotech. Geoenviron. Eng.,2013

5. Permanent deformation characteristics of saturated sand under cyclic loading;Cai Y.;Can. Geotech. J.,2015

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