• 文献检索
  • 文档翻译
  • 深度研究
  • 学术资讯
  • Suppr Zotero 插件Zotero 插件
  • 邀请有礼
  • 套餐&价格
  • 历史记录
应用&插件
Suppr Zotero 插件Zotero 插件浏览器插件Mac 客户端Windows 客户端微信小程序
定价
高级版会员购买积分包购买API积分包
服务
文献检索文档翻译深度研究API 文档MCP 服务
关于我们
关于 Suppr公司介绍联系我们用户协议隐私条款
关注我们

Suppr 超能文献

核心技术专利:CN118964589B侵权必究
粤ICP备2023148730 号-1Suppr @ 2026

文献检索

告别复杂PubMed语法,用中文像聊天一样搜索,搜遍4000万医学文献。AI智能推荐,让科研检索更轻松。

立即免费搜索

文件翻译

保留排版,准确专业,支持PDF/Word/PPT等文件格式,支持 12+语言互译。

免费翻译文档

深度研究

AI帮你快速写综述,25分钟生成高质量综述,智能提取关键信息,辅助科研写作。

立即免费体验

微生物诱导碳酸钙沉淀加固根土复合体力学特性试验研究

Experimental Study on Mechanical Properties of Root-Soil Composite Reinforced by MICP.

作者信息

Zheng Xuegui, Lu Xinyu, Zhou Min, Huang Wei, Zhong Zhitao, Wu Xuheng, Zhao Baoyun

机构信息

Science and Technology Department, Chongqing Vocational Institute of Engineering, Chongqing 402260, China.

School of Civil Engineering and Architecture, Chongqing University of Science and Technology, Chongqing 401331, China.

出版信息

Materials (Basel). 2022 May 17;15(10):3586. doi: 10.3390/ma15103586.

DOI:10.3390/ma15103586
PMID:35629613
原文链接:https://pmc.ncbi.nlm.nih.gov/articles/PMC9147924/
Abstract

Mechanical properties of undisturbed root-soil composites were investigated through direct shear tests under different cementation concentrations by microbially induced carbonate precipitation (MICP). The results show that MICP has a significant strengthening effect on the undisturbed root-soil composite, and the maximum shear strength increases by about 160% after grouting. The shear strength of root-soil composites increases with the increase in calcium chloride concentration, and the shear strength increases the most when the concentration is 0.75M. Calcium carbonate formed by MICP treatment has cementitious properties, which increases the cohesion and internal friction angle of the root-soil composite by about 400% and 120%, respectively. The results show that it is feasible to solidify slope and control soil erosion together with microbial and vegetation roots. The research results can serve as a scientific basis and reference for the application of MICP technology in vegetation slope protection engineering.

摘要

通过微生物诱导碳酸钙沉淀(MICP),在不同胶结浓度下进行直剪试验,研究原状根土复合体的力学特性。结果表明,MICP对原状根土复合体具有显著的强化作用,注浆后最大抗剪强度提高约160%。根土复合体的抗剪强度随氯化钙浓度的增加而增大,当浓度为0.75M时抗剪强度增幅最大。经MICP处理形成的碳酸钙具有胶结性能,使根土复合体的黏聚力和内摩擦角分别提高约400%和120%。结果表明,利用微生物与植物根系共同固化边坡和控制土壤侵蚀是可行的。研究成果可为MICP技术在植被边坡防护工程中的应用提供科学依据和参考。

https://cdn.ncbi.nlm.nih.gov/pmc/blobs/b071/9147924/fa0a4d3c0973/materials-15-03586-g009.jpg
https://cdn.ncbi.nlm.nih.gov/pmc/blobs/b071/9147924/f064d4375a2b/materials-15-03586-g001.jpg
https://cdn.ncbi.nlm.nih.gov/pmc/blobs/b071/9147924/6805e44dc5ac/materials-15-03586-g002.jpg
https://cdn.ncbi.nlm.nih.gov/pmc/blobs/b071/9147924/52f1100b1b2c/materials-15-03586-g003.jpg
https://cdn.ncbi.nlm.nih.gov/pmc/blobs/b071/9147924/a62c83102b8d/materials-15-03586-g004.jpg
https://cdn.ncbi.nlm.nih.gov/pmc/blobs/b071/9147924/b8b51adfbee1/materials-15-03586-g005.jpg
https://cdn.ncbi.nlm.nih.gov/pmc/blobs/b071/9147924/65cf96a9cf6e/materials-15-03586-g006.jpg
https://cdn.ncbi.nlm.nih.gov/pmc/blobs/b071/9147924/8b6725cdc75c/materials-15-03586-g007.jpg
https://cdn.ncbi.nlm.nih.gov/pmc/blobs/b071/9147924/6d2a5fcbf63d/materials-15-03586-g008.jpg
https://cdn.ncbi.nlm.nih.gov/pmc/blobs/b071/9147924/fa0a4d3c0973/materials-15-03586-g009.jpg
https://cdn.ncbi.nlm.nih.gov/pmc/blobs/b071/9147924/f064d4375a2b/materials-15-03586-g001.jpg
https://cdn.ncbi.nlm.nih.gov/pmc/blobs/b071/9147924/6805e44dc5ac/materials-15-03586-g002.jpg
https://cdn.ncbi.nlm.nih.gov/pmc/blobs/b071/9147924/52f1100b1b2c/materials-15-03586-g003.jpg
https://cdn.ncbi.nlm.nih.gov/pmc/blobs/b071/9147924/a62c83102b8d/materials-15-03586-g004.jpg
https://cdn.ncbi.nlm.nih.gov/pmc/blobs/b071/9147924/b8b51adfbee1/materials-15-03586-g005.jpg
https://cdn.ncbi.nlm.nih.gov/pmc/blobs/b071/9147924/65cf96a9cf6e/materials-15-03586-g006.jpg
https://cdn.ncbi.nlm.nih.gov/pmc/blobs/b071/9147924/8b6725cdc75c/materials-15-03586-g007.jpg
https://cdn.ncbi.nlm.nih.gov/pmc/blobs/b071/9147924/6d2a5fcbf63d/materials-15-03586-g008.jpg
https://cdn.ncbi.nlm.nih.gov/pmc/blobs/b071/9147924/fa0a4d3c0973/materials-15-03586-g009.jpg

相似文献

1
Experimental Study on Mechanical Properties of Root-Soil Composite Reinforced by MICP.微生物诱导碳酸钙沉淀加固根土复合体力学特性试验研究
Materials (Basel). 2022 May 17;15(10):3586. doi: 10.3390/ma15103586.
2
Experimental Study on Enhancing the Mechanical Properties of Sandy Soil by Combining Microbial Mineralization Technology with Silty Soil.微生物矿化技术与粉质土联合增强砂土力学性能的试验研究
Materials (Basel). 2024 May 15;17(10):2362. doi: 10.3390/ma17102362.
3
Shear Strength Behaviors of Aeolian Sand Solidified by Microbially Induced Calcite Precipitation and Basalt Fiber Reinforcement.微生物诱导碳酸钙沉淀和玄武岩纤维增强固化风积砂的抗剪强度特性
Materials (Basel). 2023 Aug 26;16(17):5857. doi: 10.3390/ma16175857.
4
Surface rainfall erosion resistance and freeze-thaw durability of bio-cemented and polymer-modified loess slopes.生物固结和聚合物改性黄土边坡的地表降雨侵蚀阻力和抗冻耐久性。
J Environ Manage. 2022 Jan 1;301:113883. doi: 10.1016/j.jenvman.2021.113883. Epub 2021 Sep 30.
5
Factors affecting soil treatment with the microbially induced carbonate precipitation technique and its optimization.影响微生物诱导碳酸钙沉淀技术处理土壤的因素及其优化。
J Microbiol Methods. 2023 Aug;211:106771. doi: 10.1016/j.mimet.2023.106771. Epub 2023 Jun 19.
6
Effect of freeze‒thaw cycles on root-Soil composite mechanical properties and slope stability.冻融循环对根土复合体力学性质及边坡稳定性的影响
PLoS One. 2024 Apr 25;19(4):e0302409. doi: 10.1371/journal.pone.0302409. eCollection 2024.
7
Influence of vetiver root on strength of expansive soil-experimental study.香根草对膨胀土强度的影响——试验研究。
PLoS One. 2020 Dec 31;15(12):e0244818. doi: 10.1371/journal.pone.0244818. eCollection 2020.
8
Experimental study of synergistic reinforcement of silty clay with glutinous rice paste and MICP.粉土与糯米浆和 MICP 的协同增强的实验研究。
PLoS One. 2023 May 11;18(5):e0284633. doi: 10.1371/journal.pone.0284633. eCollection 2023.
9
A highly effective strain screened from soil and applied in cementing fine sand based on MICP-bonding technology.从土壤中筛选出的一种高效菌株,并应用于基于 MICP 粘结技术的细砂固井。
J Biotechnol. 2022 May 20;350:55-66. doi: 10.1016/j.jbiotec.2022.03.016. Epub 2022 Apr 13.
10
Microbially induced carbonate precipitation via methanogenesis pathway by a microbial consortium enriched from activated anaerobic sludge.微生物共混物通过产甲烷途径诱导的微生物诱导碳酸盐沉淀,该微生物共混物是从活性厌氧污泥中富集得到的。
J Appl Microbiol. 2021 Jul;131(1):236-256. doi: 10.1111/jam.14930. Epub 2020 Dec 30.

引用本文的文献

1
Role of Soil Microbiota Enzymes in Soil Health and Activity Changes Depending on Climate Change and the Type of Soil Ecosystem.土壤微生物群酶在土壤健康及活性变化中的作用:取决于气候变化和土壤生态系统类型
Biology (Basel). 2024 Jan 29;13(2):85. doi: 10.3390/biology13020085.
2
Mechanical and Thermoanalytical Study of Polypropylene Geomats Exposed in the Field and the Laboratory.聚丙烯土工网垫在现场和实验室暴露的力学与热分析研究。
Materials (Basel). 2023 Jun 2;16(11):4148. doi: 10.3390/ma16114148.
3
Experimental Study on Silt Soil Improved by Microbial Solidification with the Use of Lignin.
利用木质素进行微生物固化改良粉土的试验研究
Microorganisms. 2023 Jan 20;11(2):281. doi: 10.3390/microorganisms11020281.