Effects of Grain Size and Treatment Methods on the Cementation of Bioimproved Calcareous Sand-Reference-Cited by-同舟云学术

Effects of Grain Size and Treatment Methods on the Cementation of Bioimproved Calcareous Sand

Published:2024-06 Issue:6 Volume:24 Page:
ISSN:1532-3641
Container-title:International Journal of Geomechanics
language:en
Short-container-title:Int. J. Geomech.

Author:

Zhang Xing¹,Zhou Bo²^ORCID,Wu Ziyang³,Wang Huabin⁴

Affiliation:

1. Ph.D. Candidate, School of Civil and Hydraulic Engineering, Huazhong Univ. of Science and Technology, Wuhan 430074, China; Researcher, School of Computer Science and Engineering, Nanyang Technological Univ., Singapore 639798, Singapore.

2. Associate Professor, School of Civil and Hydraulic Engineering, Huazhong Univ. of Science and Technology, Wuhan 430074, China (corresponding author). ORCID: .

3. Master’s Candidate, School of Civil and Hydraulic Engineering, Huazhong Univ. of Science and Technology, Wuhan 430074, China.

4. Professor, School of Civil and Hydraulic Engineering, Huazhong Univ. of Science and Technology, Wuhan 430074, China.

Publisher

American Society of Civil Engineers (ASCE)

Link

https://ascelibrary.org/doi/pdf/10.1061/IJGNAI.GMENG-9322

Reference42 articles.

1. Effect of chemical treatment used in MICP on engineering properties of cemented soils

2. ASTM 2016. “Standard test method for unconfined compressive strength of cohesive soil.” D2166/D2166M-16. West Conshohocken PA: ASTM.

3. Cementation of sand soil by microbially induced calcite precipitation at various degrees of saturation

4. Microbially induced calcite precipitation for production of “bio-bricks” treated at partial saturation condition

5. Bio-cementation of sandy soil using microbially induced carbonate precipitation for marine environments

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