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Triaxial Compression Behavior and Damage Model of EICP-Cemented Calcareous Sand

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成果类型:
期刊论文
作者:
Xueliang Jiang;Haodong Wang*;Hui Yang;Zhenzhen Wei;Shufeng Bao;...
通讯作者:
Haodong Wang
作者机构:
[Shufeng Bao; Xueliang Jiang; Hui Yang] Guangzhou Maritime Univ, Guangdong Prov Key Lab Green Construct & Intellige, Guangzhou 510725, Peoples R China.
[Haodong Wang; Wenchen Fan; Zhenzhen Wei; Xueliang Jiang; Wang, HD; Hui Yang] Cent South Univ Forestry & Technol, Sch Civil Engn, Changsha 410004, Peoples R China.
[Yixian Wang] Hefei Univ Technol, Sch Civil & Hydraul Engn, Hefei 230009, Peoples R China.
通讯机构:
[Wang, HD ] C
Cent South Univ Forestry & Technol, Sch Civil Engn, Changsha 410004, Peoples R China.
语种:
英文
关键词:
Calcareous sand;EICP;Stress-strain curve;Calcium carbonate content;Statistical damage constitutive model
期刊:
Geotechnical and Geological Engineering
ISSN:
0960-3182
年:
2025
卷:
43
期:
2
页码:
1-19
基金类别:
This research was financially supported by the Key Fields of Higher Education in Guangdong Province (Grant Nos. 2023ZDZX4044, 2023ZDZX4045); Research Capacity Enhancement Project of Key Construction Discipline in Guangdong Province (Grant No. 2022ZDJS092); project supported by National Natural Science Foundation of China (Grant No. 31971727); The Forest Science and Technology Innovation Program of Hunan Province (Grant No. XLK202105-3); Hunan Provincial Natural Science Foundation of China (Grant No. 2022JJ31005).
机构署名:
本校为通讯机构
院系归属:
土木工程学院
摘要:
The enzyme-induced calcium carbonate precipitation (EICP) technique was utilized to cement calcareous sand. The mechanical properties of EICP-cemented calcareous sand at various cementation degree were investigated using consolidated drained triaxial compression tests. A statistical damage constitutive model tailored for EICP-cemented calcareous sand was also developed based on damage mechanics theory. The findings are as follows: (1) The EICP technique significantly enhances the cementation of calcareous sand. As the number of grouting operati...

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