Stress-Dilatancy Behavior of MICP-Treated Sand-Reference-Cited by-同舟云学术

Stress-Dilatancy Behavior of MICP-Treated Sand

Published:2021-03 Issue:3 Volume:21 Page:04020264
ISSN:1532-3641
Container-title:International Journal of Geomechanics
language:en
Short-container-title:Int. J. Geomech.

Author:

Wu Shifan¹^ORCID,Li Bing²,Chu Jian³

Affiliation:

1. Senior Research Fellow, School of Civil and Environmental Engineering, Nanyang Technological Univ., Singapore 639798. ORCID: .

2. Center Manager, NTU-JTC Industrial Infrastructure Innovation Centre, School of Civil and Environmental Engineering, Nanyang Technological Univ., Singapore 639798.

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

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29GM.1943-5622.0001923

Reference56 articles.

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3. Precipitation of calcite by indigenous microorganisms to strengthen liquefiable soils;Burbank M. B.;Geomicrobiol. J.,2011

4. Biostabilization of a sandy soil using enzymatic calcium carbonate precipitation;Carmona J. P. S. F.;Procedia Eng.,2016

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