Enhancing Soil Strength at Targeted Calcite Content via Optimizing Chemical Application Parameters Using Taguchi Method for Biocementation-Reference-Cited by-同舟云学术

Enhancing Soil Strength at Targeted Calcite Content via Optimizing Chemical Application Parameters Using Taguchi Method for Biocementation

Published:2022-06 Issue:6 Volume:148 Page:
ISSN:1090-0241
Container-title:Journal of Geotechnical and Geoenvironmental Engineering
language:en
Short-container-title:J. Geotech. Geoenviron. Eng.

Author:

Mori Deepak¹,Venkata Uday Kala²^ORCID

Affiliation:

1. M.S. Research Scholar, School of Engineering, Indian Institute of Technology Mandi, Mandi, Himachal Pradesh 175005, India.

2. Assistant Professor, School of Engineering, Indian Institute of Technology Mandi, Mandi, Himachal Pradesh 175005, India (corresponding author). ORCID: .

Publisher

American Society of Civil Engineers (ASCE)

Subject

Geotechnical Engineering and Engineering Geology,General Environmental Science

Link

https://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29GT.1943-5606.0002805

Reference41 articles.

1. Al Qabany A. and K. Soga. 2013. “Effect of chemical treatment used in MICP on engineering properties of cemented soils.” In Proc. Bio- and Chemo-Mechanical Processes in Geotechnical Engineering—Geotechnique Symp. in Print 2013 107–115. London: ICE Publishing.

2. Factors Affecting Efficiency of Microbially Induced Calcite Precipitation

3. Urease activity in microbiologically-induced calcite precipitation

4. Bacillus pasteurii urease: A heteropolymeric enzyme with a binuclear nickel active site

5. In situ soil cementation with ureolytic bacteria by surface percolation

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