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植物脲酶诱导碳酸盐沉淀改良土体研究进展OACSTPCD

Research Progress of Soil Improvement by Plant Urease Induced Carbonate Precipitation

中文摘要英文摘要

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%.

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 com-prehensively,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 signifi-cantly improve the performance of soil,the maximal unconfined compressive strength reaches 3 MPa,the abili-ty 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%.

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

土木建筑

植物脲酶酶诱导碳酸盐沉淀(EICP)土体改良固化重金属

plant ureaseenzyme induced carbonate precipitation(EICP)soil improvementsolidificationheavy metal

《华侨大学学报(自然科学版)》 2024 (001)

1-9 / 9

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)

10.11830/ISSN.1000-5013.202308046

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