Homogeneity and mechanical behaviors of sands improved by a temperature-controlled one-phase MICP method
Homogeneity and mechanical behaviors of sands improved by a temperature-controlled one-phase MICP method
复制标题
DOI:
10.1007/s11440-020-01122-4
复制
发表时间:
2021-01
期刊:
影响因子:
5.7
通讯作者:
Yang Xiao;Yang Wang;Shun Wang;T. M. Evans;A. Stuedlein;Jian Chu;Changhao Zhao;Huanran Wu
中科院分区:
文献类型:
--
作者:
Yang Xiao;Yang Wang;Shun Wang;T. M. Evans;A. Stuedlein;Jian Chu;Changhao Zhao;Huanran Wu
Microbially induced carbonate precipitation (MICP) has been actively investigated as a promising method to improve soil properties. A burning issue impeding its wide application is the severe spatial inhomogeneity of the CaCO3distribution. Inspiring by the temperature sensitivity of the bacteria activity, a temperature-controlled one-phase MICP method is proposed consisting of two major steps: (1) grouting the specimen with the mixture of cementation and bacteria solutions in a low temperature; (2) inducing CaCO3precipitation by exposing the specimen to room temperature. A series of experiments are conducted to demonstrate the advantages of the proposed method over the normal two-phase MICP method. Specimens treated with the proposed temperature-controlled method present higher CaCO3contents with a roughly uniform distribution along the height of the specimen; the strength of those specimens are substantially improved with apparent dilatancy due to the effective bond network formed by the homogeneously distributed CaCO3precipitation. SEM images indicate that the temperature-controlled method tends to form small crystals distributing uniformly on the grain surface, which may increase the roughness of the grain and the residual stress more effectively.