Factors Affecting Improvement in Engineering Properties of Residual Soil through Microbial-Induced Calcite Precipitation-Reference-Cited by-同舟云学术

Factors Affecting Improvement in Engineering Properties of Residual Soil through Microbial-Induced Calcite Precipitation

Author:

Soon Ng Wei¹,Lee Lee Min²,Khun Tan Chew³,Ling Hii Siew⁴

Affiliation:

1. Postgraduate Candidate, Faculty of Engineering and Science, Univ. Tunku Abdul Rahman, Kuala Lumpur, Malaysia 53300.

2. Assistant Professor, Faculty of Engineering and Science, Univ. Tunku Abdul Rahman, Kuala Lumpur, Malaysia 53300 (corresponding author).

3. Assistant Professor, Faculty of Engineering and Green Technology, Univ. Tunku Abdul Rahman, Perak Campus, Malaysia 31900.

4. Associate Professor, Faculty of Engineering and Science, Univ. Tunku Abdul Rahman, Kuala Lumpur, Malaysia 53300.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Geotechnical Engineering and Engineering Geology,General Environmental Science

Link

Reference52 articles.

3. Studies on the characterisation of Biosealant properties of Bacillus sphaericus;Arunachalam K. D.;Int. J. Eng. Sci. Technol.,2010

4. ASTM. (2006). “Standard test method for unconfined compressive strength of cohesive soil.” D2166-06 West Conshohocken PA.

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