Yielding and K 0 Value Variation of Cemented Sand along a K 0 Path-Reference-Cited by-同舟云学术

Yielding and K ₀ Value Variation of Cemented Sand along a K ₀ Path

Published:2022-09 Issue:9 Volume:22 Page:
ISSN:1532-3641
Container-title:International Journal of Geomechanics
language:en
Short-container-title:Int. J. Geomech.

Author:

Wang Lei¹,Chu Jian²,Wu Shifan³

Affiliation:

1. Lecture, School of Civil and Hydraulic Engineering, Zhengzhou Univ., 100 Kexue Avenue, Henan 450000, China; formerly, Research Student, School of Civil and Environmental Engineering, Nanyang Technological Univ., 50 Nanyang Avenue, Singapore 639798.

2. Professor, School of Civil and Environmental Engineering, Nanyang Technological Univ., 50 Nanyang Avenue, Singapore 639798 (corresponding author).

3. Senior Research Fellow, School of Civil and Environmental Engineering, Nanyang Technological Univ., 50 Nanyang Avenue, Singapore 639798.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Soil Science

Link

https://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29GM.1943-5622.0002503

Reference26 articles.

1. ASTM. 2017. Standard test methods for particle-size distribution (gradation) of soils using sieve analysis. ASTM D6913/D6913M-17. West Conshohocken, PA: ASTM.

2. Compressibility of biocemented loose sands under constant rate of strain, loading, and pseudo K-triaxial conditions

3. Oedometric Tests on Artificially Weathered Carbonatic Soft Rocks

4. Effect of void ratio on K0 of loose sand

5. On the mechanics of structured sands

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