A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Enhancing Strength of MICP-Treated Sand with Scrap of Activated Carbon-Fiber Felt
Microbial-induced calcium carbonate precipitation (MICP) technique takes advantage of the metabolic process of bacteria bonding soil particles together with an environmentally-friendly and sustainable manner. In this study, powder of activated carbon-fiber felt (ACFF) scrap was utilized together with MICP to improve soil strength, and six different ACFF ratios (0%, 0.2%, 0.6%, 1%, 1.4%, and 2% by weight) were adopted. Unconfined compressive strength (UCS) and splitting tensile strength (TS) tests were carried out for evaluating the effect of ACFF on the dry and saturated strength of MICP-treated sand. It was found that the bacterial immobilization extent increases in the presence of ACFF, subsequently resulting in a greater yield of calcium carbonate. UCS and TS are remarkably enhanced with a small quantity of ACFF, and softening degree caused by water can also be improved by ACFF. However, only strength rather than ductility could be enhanced by ACFF. On the whole, wasted ACFF scrap could be effectively reused in the MICP technique because of the better behavior of ACFF reinforced MICP-treated sand.
Enhancing Strength of MICP-Treated Sand with Scrap of Activated Carbon-Fiber Felt
Microbial-induced calcium carbonate precipitation (MICP) technique takes advantage of the metabolic process of bacteria bonding soil particles together with an environmentally-friendly and sustainable manner. In this study, powder of activated carbon-fiber felt (ACFF) scrap was utilized together with MICP to improve soil strength, and six different ACFF ratios (0%, 0.2%, 0.6%, 1%, 1.4%, and 2% by weight) were adopted. Unconfined compressive strength (UCS) and splitting tensile strength (TS) tests were carried out for evaluating the effect of ACFF on the dry and saturated strength of MICP-treated sand. It was found that the bacterial immobilization extent increases in the presence of ACFF, subsequently resulting in a greater yield of calcium carbonate. UCS and TS are remarkably enhanced with a small quantity of ACFF, and softening degree caused by water can also be improved by ACFF. However, only strength rather than ductility could be enhanced by ACFF. On the whole, wasted ACFF scrap could be effectively reused in the MICP technique because of the better behavior of ACFF reinforced MICP-treated sand.
Enhancing Strength of MICP-Treated Sand with Scrap of Activated Carbon-Fiber Felt
Zhao, Yang (author) / Fan, Cunbin (author) / Ge, Fei (author) / Cheng, Xiaohui (author) / Liu, Pinghui (author)
2020-02-07
Article (Journal)
Electronic Resource
Unknown
Liquefaction resistance of MICP treated silica and calcareous sand with carbon fiber
| Springer Verlag | 2025
Stress-Dilatancy Behavior of MICP-Treated Sand
| ASCE | 2020
Mechanical behaviour of MICP-treated silty sand
| Online Contents | 2022
Influence of Fiber Addition on Mechanical Properties of MICP-Treated Sand
| British Library Online Contents | 2016