TY - GEN
T1 - Application of Microbially Induced Calcite Precipitation for Slope Stabilization
T2 - 7th International Conference on Architecture and Civil Engineering, ICACE 2023
AU - Farichah, Himatul
AU - Hutama, Dio Alif
AU - Firmansyah, Yerry Kahaditu
N1 - Publisher Copyright:
© The Author(s), under exclusive license to Springer Nature Singapore Pte Ltd. 2024.
PY - 2024
Y1 - 2024
N2 - Microbially induced calcite precipitation (MICP) is an emerging geotechnical improvement technology that has received wide attention from researchers around the world. The applications of MICP in geotechnical field including soil improvement, surface resistance from erosion, coastal protection, and slope stabilization have been investigated by previous researchers. This paper presents a review on application of MICP for slope stabilization. Three subtopics were selected to be discussed: application of native bacteria, modified MICP methods, and field-scale studies. This review reveals that (1) MICP has the potential for slope stabilization; (2) native bacteria are ideal for use in MICP for application in slopes located in regions with variable cold climatic conditions; (3) to improve the effectiveness of MICP for slope stability, traditional MICP needs be modified; (4) MICP appears to have the potential to be one of the future landslide mitigation strategies since it works effectively in the field-scale test. Additionally, the recommended further researches in MICP for slope stabilization are: (1) Study on the other types of native bacteria for diverse environmental condition is required; (2) to discover the best slope stabilization method, the combination of MICP and other traditional slope stabilization techniques should be investigated; (3) it is critical to investigate the effectiveness of the MICP technology for slope stabilization under various conditions in the field.
AB - Microbially induced calcite precipitation (MICP) is an emerging geotechnical improvement technology that has received wide attention from researchers around the world. The applications of MICP in geotechnical field including soil improvement, surface resistance from erosion, coastal protection, and slope stabilization have been investigated by previous researchers. This paper presents a review on application of MICP for slope stabilization. Three subtopics were selected to be discussed: application of native bacteria, modified MICP methods, and field-scale studies. This review reveals that (1) MICP has the potential for slope stabilization; (2) native bacteria are ideal for use in MICP for application in slopes located in regions with variable cold climatic conditions; (3) to improve the effectiveness of MICP for slope stability, traditional MICP needs be modified; (4) MICP appears to have the potential to be one of the future landslide mitigation strategies since it works effectively in the field-scale test. Additionally, the recommended further researches in MICP for slope stabilization are: (1) Study on the other types of native bacteria for diverse environmental condition is required; (2) to discover the best slope stabilization method, the combination of MICP and other traditional slope stabilization techniques should be investigated; (3) it is critical to investigate the effectiveness of the MICP technology for slope stabilization under various conditions in the field.
UR - http://www.scopus.com/inward/record.url?scp=85200377696&partnerID=8YFLogxK
U2 - 10.1007/978-981-97-0751-5_58
DO - 10.1007/978-981-97-0751-5_58
M3 - Conference contribution
AN - SCOPUS:85200377696
SN - 9789819707508
T3 - Lecture Notes in Civil Engineering
SP - 661
EP - 668
BT - Advances in Civil Engineering Materials - Selected Articles from the 7th International Conference on Architecture and Civil Engineering ICACE 2023
A2 - Nia, Elham Maghsoudi
A2 - Awang, Mokhtar
PB - Springer Science and Business Media Deutschland GmbH
Y2 - 15 November 2023 through 15 November 2023
ER -