TY - JOUR
T1 - A novel approach to induce cementation of loose soils
AU - Kim, Daehyeon
AU - Park, Kyung Ho
AU - Kim, Si Wouk
AU - Mun, Sungho
PY - 2012
Y1 - 2012
N2 - In order to create cementation of loose soils, cement or lime is usually used. In this paper, we used bacteria to produce cementation of loose soils. We introduced the bacteria, Bacillus, and CaCl 2 into loose sand and soft silt, CaCO 3 in the voids of soil particles will be formed, resulting in cementation of soil particles. In this study, loose sand and soft silt typically encountered in Korea were bio-treated with 3 types of bacteria concentration. The cementation (or calcite precipitation) in the soil particles induced by the high concentration bacteria treatment (which has never been attempted before) was investigated at 7 days after curing. Based on the results of Scanning Electron Microscope (SEM) tests, EDX analyses, 3D mapping analyses, high concentration bacteria treatment for loose sand was observed to produce noticeable amount of CaCO 3, implying a significant cementation of soil particles. In addition, a significant increase in the compressive strength of loose sand has been identified feasible by bio-treatment without any cementing agent.
AB - In order to create cementation of loose soils, cement or lime is usually used. In this paper, we used bacteria to produce cementation of loose soils. We introduced the bacteria, Bacillus, and CaCl 2 into loose sand and soft silt, CaCO 3 in the voids of soil particles will be formed, resulting in cementation of soil particles. In this study, loose sand and soft silt typically encountered in Korea were bio-treated with 3 types of bacteria concentration. The cementation (or calcite precipitation) in the soil particles induced by the high concentration bacteria treatment (which has never been attempted before) was investigated at 7 days after curing. Based on the results of Scanning Electron Microscope (SEM) tests, EDX analyses, 3D mapping analyses, high concentration bacteria treatment for loose sand was observed to produce noticeable amount of CaCO 3, implying a significant cementation of soil particles. In addition, a significant increase in the compressive strength of loose sand has been identified feasible by bio-treatment without any cementing agent.
KW - Bacteria concentration
KW - Bio-treated
KW - Calcite precipitation
KW - Compressive strength
KW - Loose sand
KW - Soft silt
UR - https://www.scopus.com/pages/publications/84862875005
U2 - 10.1166/asl.2012.2649
DO - 10.1166/asl.2012.2649
M3 - Article
AN - SCOPUS:84862875005
SN - 1936-6612
VL - 9
SP - 545
EP - 550
JO - Advanced Science Letters
JF - Advanced Science Letters
ER -