Stress–Dilatancy Behavior of Biocementation-Enhanced Geogrid-Reinforced Sand-Reference-Cited by-同舟云学术

Stress–Dilatancy Behavior of Biocementation-Enhanced Geogrid-Reinforced Sand

Published:2023-05 Issue:5 Volume:23 Page:
ISSN:1532-3641
Container-title:International Journal of Geomechanics
language:en
Short-container-title:Int. J. Geomech.

Author:

Lai Han-Jiang¹,Cui Ming-Juan²,Chu Jian³

Affiliation:

1. Lecturer, Zijin School of Geology and Mining, Fuzhou Univ., Fuzhou 350108, China; Key Laboratory of Geohazard Prevention of Hilly Mountains, Ministry of Natural Resources, Fuzhou 350002, China; Fujian Key Laboratory of Geohazard Prevention, Fuzhou 350002, China.

2. Research Assistant, College of Civil Engineering, Fuzhou Univ., Fuzhou 350116, China.

3. Professor, School of Civil and Environmental Engineering, Nanyang Technological Univ., Blk N1, 50 Nanyang Ave., Singapore 639798 (corresponding author).

Publisher

American Society of Civil Engineers (ASCE)

Subject

Soil Science

Link

https://ascelibrary.org/doi/pdf/10.1061/IJGNAI.GMENG-8252

Reference49 articles.

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3. ASTM. 2020. Method for consolidated drained triaxial compression test for soils. ASTM D7181-20. West Conshohocken, PA: ASTM.

4. Identifying the key parameters that influence geogrid reinforcement of railway ballast

5. Seismic analysis of geosynthetic-reinforced retaining wall in cohesive soils

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