Influence of Relative Density on Dilatancy of Clayey Sand–Fouled Aggregates in Large-Scale Triaxial Tests-Reference-Cited by-同舟云学术

Influence of Relative Density on Dilatancy of Clayey Sand–Fouled Aggregates in Large-Scale Triaxial Tests

Published:2016-10 Issue:10 Volume:142 Page:06016011
ISSN:1090-0241
Container-title:Journal of Geotechnical and Geoenvironmental Engineering
language:en
Short-container-title:J. Geotech. Geoenviron. Eng.

Author:

Chen Xiaobin¹,Zhang Jiasheng²

Affiliation:

1. Associate Professor of Geotechnical Engineering, School of Civil Engineering, National Engineering Laboratory for High-Speed Railway Construction, Central South Univ., 22 South Shaoshan Rd., Changsha, Hunan 410075, China (corresponding author).

2. Professor of Geotechnical Engineering, School of Civil Engineering, Key Laboratory of Heavy-Haul Railway Engineering Structures, Central South Univ., 22 South Shaoshan Rd., Changsha, Hunan 410075, China.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Geotechnical Engineering and Engineering Geology,General Environmental Science

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29GT.1943-5606.0001542

Reference26 articles.

1. Considerations of the dilatancy angle in rocks and rock masses

2. ASTM. (2004). “Standard test method for consolidated undrained triaxial compression test for cohesive soils.” ASTM D4767 West Conshohoken PA.

3. ASTM. (2007). “Standard test methods for laboratory compaction characteristics of soil using modified effort.” ASTM D1557 West Conshohoken PA.

4. The strength and dilatancy of sands

5. Dilatancy and Shear Strength of Sand at Low Confining Pressures

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