钙源及固化方式对MICP处理砂黄土均匀性及强度的影响
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作者:
作者单位:

1.内蒙古工业大学,土木工程学院,呼和浩特 010051;2.内蒙古工业大学,沙旱区地质灾害与岩土工程防御自治区高等学校 重点实验室,呼和浩特 010051;3.内蒙古工业大学,地质技术与岩土工程内蒙古自治区工程研究中心,呼和浩特 010051

作者简介:

黄趁趁(1999- ),女,主要从事微生物岩土工程研究,E-mail:hcc27416@163.com。
HUANG Chenchen (1999- ), main research interest: microbial geotechnical engineering, E-mail: hcc27416@163.com.

通讯作者:

杜强(通信作者),男,副教授,E-mail:dq410@imut.edu.cn。

中图分类号:

TU444

基金项目:

内蒙古自然科学基金(2022LHMS05010);内蒙古自治区直属高校基本科研业务费项目(JY2022096、ZTY2023058、ZTY2023056)


Influences of calcium source and curing method on uniformity and strength of sandy loess treated by MICP
Author:
Affiliation:

1.College of Civil Engineering, Inner Mongolia University of Technology, Hohhot 010051, P. R. China;2.Key Laboratory of Geological Hazards and Geotechnical Engineering Defense in Sandy and Drought Regions at Universities of Inner Mongolia Autonomous Region, Inner Mongolia University of Technology, Hohhot 010051, P. R. China;3.Inner Mongolia Engineering Research Center of Geological Technology and Geotechnical Engineering, Inner Mongolia University of Technology, Hohhot 010051, P. R. China

Fund Project:

Inner Mongolia Natural Science Foundation (No. 2022LHMS05010); Basic Scientific Research Business Fee Project of Colleges and Universities Directly Under the Inner Mongolia Autonomous Region (Nos. JY2022096, ZTY2023058, ZTY2023056)

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    摘要:

    砂黄土砂粒含量高,具有疏松多孔的结构特征,其力学性质不同于典型粉质黄土与砂土。为研究钙源及固化方式对微生物诱导碳酸钙沉淀(MICP)技术加固砂黄土效果的影响,选取氯化钙、乙酸钙与乳酸钙3种钙源,通过浸泡法与灌注法两种处理方式开展小尺寸试验,以固化试样的碳酸钙含量、碳酸钙分布均匀性以及无侧限抗压强度为评价指标开展对比分析。结果表明:以乙酸钙为钙源时,固化试样的均匀性较好;以乳酸钙为钙源时,处理初期试样的碳酸钙含量与无侧限抗压强度较高,但随着处理时间的增加,氯化钙作为钙源的固化试样强度更高。与浸泡法相比,灌注法能有效改善乳酸钙渗流不畅的问题,对乳酸钙为钙源时固化效果的提升作用优于氯化钙和乙酸钙。灌注法固化试样的碳酸钙分布更均匀、强度更高。

    Abstract:

    Sandy loess has high sand content and a loose porous structure, and its mechanical properties are different from those of typical silty loess and sand. In order to study the effect of calcium source and curing method on the curing effect of microbially induced carbonate precipitation (MICP) technique in the treatment of sandy loess, small-scale tests were carried out by the soaking method and the perfusion method with three calcium sources (calcium chloride, calcium acetate and calcium lactate) respectively. The calcium carbonate content, calcium carbonate distribution uniformity and unconfined compressive strength (UCS) of the solidified samples were used as evaluation indexes for comparative analysis. The results show that the uniformity of the solidified samples is better when calcium acetate is used as the calcium source. The calcium carbonate content and UCS of the solidified samples are greater when calcium lactate is used as the calcium source in the early stage of treatment, but with the increase of treatment time, the strength of the solidified samples with calcium chloride as the calcium source is greater. Compared with the soaking method, the perfusion method can effectively improve the poor seepage of calcium lactate, and the curing effect is better than that of calcium chloride and calcium acetate when calcium lactate is used as the calcium source. The calcium carbonate distribution of the solidified sample by the perfusion method is more uniform and the strength is greater.

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引用本文

黄趁趁,杜强,曲立强,刘旭梅,薛嘉麟.钙源及固化方式对MICP处理砂黄土均匀性及强度的影响[J].土木与环境工程学报(中英文),2026,48(3):48-57. HUANG Chenchen, DU Qiang, QU Liqiang, LIU Xumei, XUE Jialin. Influences of calcium source and curing method on uniformity and strength of sandy loess treated by MICP[J]. JOURNAL OF CIVIL AND ENVIRONMENTAL ENGINEERING,2026,48(3):48-57.10.11835/j. issn.2096-6717.2024.099

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  • 收稿日期:2024-07-03
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  • 在线发布日期: 2026-06-10
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