微生物胶结在防治堤坝破坏中的应用研究

doi:10.16285/j.rsm.2016.12.009

›› 2016, Vol. 37 ›› Issue (12): 3410-3416.doi: 10.16285/j.rsm.2016.12.009

微生物胶结在防治堤坝破坏中的应用研究

刘璐^{1, 2}，沈扬^{1, 2}，刘汉龙^{1, 2, 3}，楚剑³

1. 河海大学岩土力学与堤坝工程教育部重点实验室，江苏南京 210098；2. 河海大学土木与交通学院，江苏南京 210098； 3. 重庆大学土木工程学院，重庆 400045

收稿日期:2014-11-30 出版日期:2016-12-10 发布日期:2018-06-09
作者简介:刘璐，女，1990年生，博士研究生，主要从事微生物岩土方面的研究工作。
基金资助:
国家自然科学基金（No.51578096）；高等学校学科创新引智计划资助（No.B13024）；江苏省普通高校研究生科研创新计划项目（No.KYZZ16_0269）；长江学者和创新团队发展计划资助（No.IRT1125）；中央高校科研业务费重点培育项目（No.2014B04914）；

Application of bio-cement in erosion control of levees

LIU Lu^{1, 2}, SHEN Yang^{1, 2}, LIU Han-long^{1, 2, 3}, CHU Jian ³

1. Key Laboratory of Ministry of Education for Geomechanics and Embankment Engineering, Hohai University, Nanjing, Jiangsu 210098, China; 2. College of Civil and Transportation Engineering, Hohai University, Nanjing, Jiangsu 210098, China; 3. College of Civil Engineering, Chongqing University, Chongqing 400045, China

Received:2014-11-30 Online:2016-12-10 Published:2018-06-09
Supported by:
This work was supported by the National Natural Science Foundation of China (51578096), the Program of Introducing Talents of Discipline to Universities (B13024), the Research Innovation Program for College Graduates of Jiangsu Province (KYZZ16_0269), the Program for Changjiang Scholars and Innovative Research Team in University of Ministry of Education of China (IRT1125) and the Fundamental Research Funds for the Central Universities (2014B04914).

摘要/Abstract

摘要： 为防治漫顶引起侵蚀造成堤坝破坏，将微生物诱导碳酸钙沉淀即MICP技术应用于加固堤坝表层。通过向堤坝表层喷洒微生物细胞以及营养盐，最终在砂土孔隙中快速析出碳酸钙胶凝结晶，以改善堤坝表层砂的力学性能。首先，采用喷洒法处理堤坝表层；其次，对处理好的堤坝模型进行水槽试验，研究其抗侵蚀性；最后，对堤坝表层的试样进行强度与渗透试验。试验结果表明，采用MICP技术加固堤坝模型表层可有效提高其抗侵蚀力，防治由漫顶引起的堤坝破坏。对加固后的表层取样进行测试，结果表明：无侧限抗压强度可高达9 MPa，渗透系数从4×10?4 m/s 降低至7.2×10?7 m/s。试验说明，微生物胶结技术在加固堤坝表层方面具有潜在的工程实用价值和广阔的应用前景。

关键词: 微生物诱导碳酸钙沉淀, 堤坝, 漫顶, 侵蚀, 无侧限抗压强度

Abstract: To mitigate the erosion problem due to overtopping, the MICP (microbial induced carbonate precipitation) treatment method was applied to the levee surface so that its resistance to erosion was improved. By spraying the bacterial cells and nutrient solutions into the surface sand of levee, the gelation of calcium carbonate can precipitate rapidly in the interspaces, improving the mechanical properties of levee surface sand. To this end, the spray method was first used to treat the surface layer of levee model, and then the flume test was carried out to evaluate the ability of the model against erosion. After the flumes test, the engineering properties of the soil in the model were examined using an unconfined compressive test and hydraulic conductivity test. The experimental results show that the engineering properties of the model soil has been greatly improved. The UCS (unconfined compressive strength) reaches up to 9 MPa. The hydraulic conductivity of the bio-treated sand taken from the levee model is reduced from the initial value of 4.0×10?4 to 7.2×10?7 m/s. In short, the bio-grouting technology has a potential to be used in practice with a broad application prospect in erosion control of levees.

Key words: microbe induced carbonate precipitation, levee, overtopping, erosion, unconfined compressive strength

中图分类号:

TU 443

刘璐，沈扬，刘汉龙，楚剑,. 微生物胶结在防治堤坝破坏中的应用研究[J]. , 2016, 37(12): 3410-3416.

LIU Lu SHEN Yang LIU Han-long CHU Jian ,. Application of bio-cement in erosion control of levees[J]. , 2016, 37(12): 3410-3416.

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微生物胶结在防治堤坝破坏中的应用研究

Application of bio-cement in erosion control of levees

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