TY - JOUR
T1 - Exploring an environmentally friendly microbially induced calcite precipitation (MICP) technology for improving engineering properties of cement-stabilized granite residual soil
AU - Li, Shuang
AU - Wang, Yan Ning
AU - Liu, Dong
AU - Garg, Ankit
AU - Lin, Peng
N1 - Publisher Copyright:
© 2020 Technoscience Publications. All rights reserved.
PY - 2020/9
Y1 - 2020/9
N2 - This study explored Microbially Induced Calcite Precipitation (MICP) technology to improve the engineering properties [i.e., unconfined compressive strength (UCS)] of granite residual cemented-soil through calcite precipitation. The influence of age and cement mixing ratio on strength, stiffness and the stress-strain relationship of MICP induced calcite precipitation in granite residual cemented-soil was investigated. Scanning electron microscope (SEM) was used to analyse the microstructure characteristics of the cemented-soil. Based on the results, the cemented granite residual soil reinforcement mechanism was proposed. The following conclusions were obtained: (1) MICP technology can significantly enhance and improve the engineering properties such as strength, stiffness and toughness of cemented-soil. Compared with the control group, the maximum growth rate of the test group was 87.5%, and the maximum growth rate of the elastic modulus was 141.18%; (2) Soil particles were cemented through MICP technology, making the cemented-soil surface denser; (3) The MICP technology makes the cemented-soil treatment method more sustainable for its use in improving the stability of geo-structures.
AB - This study explored Microbially Induced Calcite Precipitation (MICP) technology to improve the engineering properties [i.e., unconfined compressive strength (UCS)] of granite residual cemented-soil through calcite precipitation. The influence of age and cement mixing ratio on strength, stiffness and the stress-strain relationship of MICP induced calcite precipitation in granite residual cemented-soil was investigated. Scanning electron microscope (SEM) was used to analyse the microstructure characteristics of the cemented-soil. Based on the results, the cemented granite residual soil reinforcement mechanism was proposed. The following conclusions were obtained: (1) MICP technology can significantly enhance and improve the engineering properties such as strength, stiffness and toughness of cemented-soil. Compared with the control group, the maximum growth rate of the test group was 87.5%, and the maximum growth rate of the elastic modulus was 141.18%; (2) Soil particles were cemented through MICP technology, making the cemented-soil surface denser; (3) The MICP technology makes the cemented-soil treatment method more sustainable for its use in improving the stability of geo-structures.
KW - Cemented-soil
KW - Granite residual soil
KW - MICP
KW - Stress-strain-strength
UR - http://www.scopus.com/inward/record.url?scp=85092047713&partnerID=8YFLogxK
U2 - 10.46488/NEPT.2020.v19i03.035
DO - 10.46488/NEPT.2020.v19i03.035
M3 - Article
AN - SCOPUS:85092047713
SN - 0972-6268
VL - 19
SP - 1211
EP - 1218
JO - Nature Environment and Pollution Technology
JF - Nature Environment and Pollution Technology
IS - 3
ER -