[1]李明东,张诗艾,杨远江,等.植物脲酶诱导碳酸盐沉淀改良土体研究进展[J].华侨大学学报(自然科学版),2024,45(1):1-9.[doi:10.11830/ISSN.1000-5013.202308046]
　LI Mingdong,ZHANG Shiai,YANG Yuanjiang,et al.Research Progress of Soil Improvement by Plant Urease Induced Carbonate Precipitation[J].Journal of Huaqiao University(Natural Science),2024,45(1):1-9.[doi:10.11830/ISSN.1000-5013.202308046]
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植物脲酶诱导碳酸盐沉淀改良土体研究进展()
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《华侨大学学报（自然科学版）》[ISSN:1000-5013/CN:35-1079/N]

卷:
第45卷
期数:
2024年第1期
页码:
1-9
栏目:
出版日期:
2024-01-11

文章信息/Info

Title:
Research Progress of Soil Improvement by Plant Urease Induced Carbonate Precipitation
文章编号:
1000-5013(2024)01-0001-09
作者:
李明东;  张诗艾;  杨远江;  徐浩峰;  陶雪晴;  何稼
东华理工大学 土木与建筑工程学院, 江西 南昌 330013
Author(s):
LI Mingdong;  ZHANG Shiai;  YANG Yuanjiang; XU Haofeng;  TAO Xueqing;  HE Jia
School of Civil Engineering and Architecture, East China University of Technology, Nanchang 330013, China
关键词:
植物脲酶;  酶诱导碳酸盐沉淀(EICP);  土体改良;  固化;  重金属
Keywords:
plant urease;  enzyme induced carbonate precipitation(EICP);  soil improvement;  solidification;  heavy metal
分类号:
TU44
DOI:
10.11830/ISSN.1000-5013.202308046
文献标志码:
A
摘要:
酶诱导碳酸盐沉淀(EICP)改良土体是岩土工程领域的新兴热点技术,全面总结梳理EICP改良土体的研究现状,优选关键技术参数,并对EICP的未来发展提出了展望。建议制定植物脲酶促沉碳酸钙改良土体方法标准,对植物脲酶的保存方法、EICP改良土体在特殊环境条件下的长期性能开展研究。研究结果表明:EICP能够显著提高土体的性能,无侧限抗压强度最高可达3 MPa,抗风蚀能力可达29.1 m·s-1,表面贯入强度可达1.065 MPa,渗透系数降低率可达98.2%,重金属离子质量分数降低率可达99.96%。
Abstract:
Soil improvement by enzyme induced carbonate precipitation(EICP)is an emerging hot technologie in the field of geotechnical engineering. The research status of soil improvement by EICP are summarized comprehensively, the key technical parameters are optimized, and the prospects of future development of EICP are pointed out. The standard method of soil improvement by plant urease promoting sinking of calcium carbonate is suggested. The preservation methods of plant urease and the longterm performance of soil improvement by EICP under special environmental conditions are conducted. The research results show that EICP can significantly improve the performance of soil, the maximal unconfined compressive strength reaches 3 MPa, the ability of wind erosion resistance reaches 29.1 m·s-1, the surface penetration strength reaches 1.065 MPa, the rate of permeability coefficient reduction reaches 98.2%, the rate of heavy metal ion mass content reduction reaches 99.96%.

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备注/Memo

备注/Memo:
收稿日期: 2023-08-04
通信作者: 李明东(1981-),男,教授,博士,博士生导师,主要从事岩土工程领域的研究。E-mail:lmd@ecut.edu.cn。
基金项目: 国家重点实验室开放基金资助项目(2022NRE29); 国家自然科学基金资助项目(51869001)
更新日期/Last Update: 2024-01-20