Journal Published Online: 19 August 2021
Volume 10, Issue 1

Effectiveness of Microbially Induced Calcite Precipitation for Treating Expansive Soils

CODEN: ACEMF9

Abstract

Expansive soil is a high-plasticity clay that expands rapidly when wetted or soaked with water and shrinks and cracks when it dries. Soil expansion often causes instability problems during construction of roadbeds or embankments. Microbially induced calcite precipitation (MICP), a novel soil treatment method, has drawn increased attention in recent decades because of its environmental friendliness and good performance in soil solidification. In this paper, the expansive soil slope treatment with MICP for the Yangtze-Jiangxi-Huaihe River Diversion Project in China is presented. The effectiveness and mechanism of Sporosarcina pasteurii bacteria for inhibiting soil expansion were investigated experimentally. The results indicated that MICP treatment can significantly reduce the swelling and deformation of expansive soil and showed that the MICP treatment was feasible and effective in inhibiting soil expansion. X-ray diffraction and scanning electron microscopy were adopted to study the changes in soil mineralogy after MICP treatment. These techniques helped to reveal the mechanism of MICP in treating expansive soils.

Author Information

Wei, R.
School of Transportation Science and Engineering, Beihang University, Beijing, China State Key Laboratory of Simulation and Regulation of Water Cycle in River Basin, China Institute of Water Resources and Hydropower Research, Beijing, China
Xiao, J. Z.
State Key Laboratory of Simulation and Regulation of Water Cycle in River Basin, China Institute of Water Resources and Hydropower Research, Beijing, China
Wu, S. F.
State Key Laboratory of Simulation and Regulation of Water Cycle in River Basin, China Institute of Water Resources and Hydropower Research, Beijing, China
Cai, H.
State Key Laboratory of Simulation and Regulation of Water Cycle in River Basin, China Institute of Water Resources and Hydropower Research, Beijing, China
Wang, Z. W.
State Key Laboratory of Simulation and Regulation of Water Cycle in River Basin, China Institute of Water Resources and Hydropower Research, Beijing, China
Pages: 12
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Stock #: ACEM20200182
ISSN: 2379-1357
DOI: 10.1520/ACEM20200182