%0 Journal Article
%T 微生物诱导碳酸钙沉积(MICP)固化土体研究进展<br>Research Progress in Soil Solidified by Microbially Induced Carbonate Precipitation (MICP)
%A 张一佳
%A 严德强
%A 曲晶
%A 王鑫雨
%A 雷雨嫣
%A 杜彬宇
%A 薛凯鑫
%A 李刚
%J Hans Journal of Civil Engineering
%P 603-612
%@ 2326-3466
%D 2024
%I Hans Publishing
%R 10.12677/hjce.2024.135065
%X 土地荒漠化严重危害人类的生存和可持续发展。微生物诱导碳酸钙沉积技术(MICP)是近年来兴起的经济、环保和耐久的防风治沙方法。为了研究MICP固化土体的工程特性，本文对MICP进行了系统的归纳总结，从MICP的国内外发展与现状、MICP固化土体的力学特性、MICP固化土体的作用机理分析了MICP对固化土体的效果。为MICP的发展提供了参考。<br />
Land desertification seriously endangers human existence and sustainable development. Microbial induced calcium carbonate deposition (MICP) is an economical, environmentally friendly and durable method for wind and sand control. In order to study the engineering characteristics of MICP solidified soil, this paper systematically summarized MICP, and analyzed the effect of MICP on solidified soil from the development and current situation of MICP at home and abroad, the mechanical properties of MICP solidified soil and the action mechanism of MICP solidified soil. It provides a reference for the development of MICP.
%K 土地荒漠化，MICP，力学特性，作用机理，固化土体<br>Land Desertification
%K MICP
%K Mechanical Properties
%K Mechanism of Action
%K Solidified Soil
%U http://www.hanspub.org/journal/PaperInformation.aspx?PaperID=86562