人民长江 ›› 2021, Vol. 52 ›› Issue (6): 148-153.doi: 10.16232/j.cnki.1001-4179.2021.06.025

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MICP对黏性泥石流沉积物固结特性影响研究

何晓英,李东,任永彪,张建忠,于泽清   

  • 发布日期:2021-07-23

Effects of microbial induced calcium carbonate precipitation on solidification of viscous debris flow sediment

HE Xiaoying, LI Dong, REN Yongbiao, ZHANG Jianzhong, YU Zeqing   

  • Published:2021-07-23

摘要: 针对泥石流沉积物高压缩性、低承载力、慢固结性的特点,可在其中加入巴氏芽孢杆菌诱导碳酸钙在泥石流沉积物孔隙中沉淀。为了探讨微生物矿化碳酸钙对沉积物固结速度与承载特性的影响,室内配制4组黏度为0.88 Pa·s的泥石流沉积物(3组接种菌株、1组对照),对其进行排水固结试验。观测添加菌液对泥石流沉积物的排水量、沉降量、孔隙水压力的影响,随后通过载荷试验观测其承载力变化。研究结果表明:(1)微生物矿化碳酸钙可提高泥石流沉积物的承载力,试验组的比例界限及极限承载力均较原始组平均提高约20%;(2)微生物矿化碳酸钙对泥石流沉积物固结中的孔隙水压力消散不利,当黏性泥石流孔隙度较小时,不利于其排水与固结。

关键词: 泥石流沉积物; 固结特性; 微生物矿化碳酸钙; 排水固结试验; 载荷试验;

Abstract: Aiming at the high compressibility, low bearing capacity and slow consolidation of debris flow sediment, Bacillus pasteurized bacteria can be added to deposit calcium carbonate in the pore of debris flow.In order to explore the influence of microbial induced calcium carbonate precipitation(MICP)on the consolidation speed and bearing characteristics of debris flow sediment, 4 groups of debris flow sediment samples of 0.88Pa·s were prepared indoor.Three groups were inoculated with Bacillus pasteurized bacteria as experimental groups, and one group was not added anything as control group.The drainage consolidation test was carried out to observe the effect of adding bacteria liquid on drainage, settlement and pore water pressure of debris flow sediment, and then the load test was carried out to observe the change of bearing capacity.The research results showed that:(1) MICP could improve the bearing capacity of debris flow sediment, the proportional limit and limit bearing capacity of the test group increased about 20%on average;(2) MICP was unfavorable to the pore water pressure dissipation during debris flow sediment consolidation, especially when the porosity of viscosity debris flow was small.

Key words: debris flow sediment; consolidation characteristic; MICP; drainage consolidation test; load test;