岩土力学2017，Vol.38Issue(11)：3225-3230,3239,7.DOI:10.16285/j.rsm.2017.11.018
微生物沉积碳酸钙固化砂土试验研究
Experimental study of solidifying sand using microbial-induced calcium carbonate precipitation
摘要
Abstract
Sand solidification is to increase the strength of sands and decrease infiltration.Culture medium was used to cultivate bacteria,and growth properties were obtained in various conditions.The relationship between pH and Ca2+ concentration of effluent was analyzed to reveal the evolution of permeability and unconfined compressive strength.Effect of solidification was investigated through microstructure.The relationship between Ca2+ concentration and strength of samples was studied.2 mL of the bacterial mother liquor was added to 100 mL of the culture medium.The results show that the sporosarcina pasteurii possess optimal growth conditions under a pH of 6 and vibration velocity of 150 rpm with 30℃C incubation.pH decreases during curing,and Ca2+ concentration increases.The 0.5 mol/L gel solution shows good curing effect and requires short time of the curing cycle.The gaps between sand particles are filled by calcium carbonate after curing,reducing sample permeability up to 3-4 order of magnitudes.The lower the rate of injection produces longer the curing time and the better the effect of solidification.The failure mode of all specimens is the brittle fracture mode.When the gelling solution is a mixture of urea and calcium acetate,the utilization ratio of Ca2+ is dramatically increased.关键词
砂土固化/巴氏芽孢杆菌/碳酸钙/无侧限抗压强度/微观结构Key words
sand solidification/sporosarcina pasteurii/calcium carbonate/unconfined compressive strength/microstructure分类
建筑与水利引用本文复制引用
孙潇昊,缪林昌,童天志,王呈呈..微生物沉积碳酸钙固化砂土试验研究[J].岩土力学,2017,38(11):3225-3230,3239,7.基金项目
国家自然科学基金项目(No.51578147).This work was supported by the National Natural Science Foundation of China (51578147). （No.51578147）
