Effect of stress path on the mechanical properties of calcareous sand
Calcareous sand is widely observed in the foundation of off-shore infrastructure. Although a lot of research has been carried out on the mechanical properties of calcareous sand, study into the influence of the stress–strain path on the mechanical behaviour of calcareous sand is very limited. In thi...
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| Published in | Underground space (Beijing) Vol. 9; pp. 20 - 30 |
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| Main Authors | , , , , , , |
| Format | Journal Article |
| Language | English |
| Published |
Elsevier B.V
01.04.2023
KeAi Communications Co., Ltd |
| Subjects | |
| Online Access | Get full text |
| ISSN | 2467-9674 2096-2754 2467-9674 |
| DOI | 10.1016/j.undsp.2022.06.003 |
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| Abstract | Calcareous sand is widely observed in the foundation of off-shore infrastructure. Although a lot of research has been carried out on the mechanical properties of calcareous sand, study into the influence of the stress–strain path on the mechanical behaviour of calcareous sand is very limited. In this study, a series of triaxial tests were performed on calcareous sand under three different stress paths. The particle morphology of calcareous sand before and after the tests, the stress–strain relationship under different stress paths, and the characteristics of shear strength and deformation were investigated. The results show that the consolidation pressure and stress path have significant effects on the volume strain, strength, and particle breakage of calcareous sand. In addition, the underlying mechanisms of the different behaviours of calcareous sand observed in this study were discussed. |
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| AbstractList | Calcareous sand is widely observed in the foundation of off-shore infrastructure. Although a lot of research has been carried out on the mechanical properties of calcareous sand, study into the influence of the stress–strain path on the mechanical behaviour of calcareous sand is very limited. In this study, a series of triaxial tests were performed on calcareous sand under three different stress paths. The particle morphology of calcareous sand before and after the tests, the stress–strain relationship under different stress paths, and the characteristics of shear strength and deformation were investigated. The results show that the consolidation pressure and stress path have significant effects on the volume strain, strength, and particle breakage of calcareous sand. In addition, the underlying mechanisms of the different behaviours of calcareous sand observed in this study were discussed. |
| Author | Wei, Houzhen Liu, Hao Wu, Yongjie Li, Xiaoxiao Yin, Mei Shen, Jianhua Tao, Zhao |
| Author_xml | – sequence: 1 givenname: Houzhen surname: Wei fullname: Wei, Houzhen organization: State Key Laboratory of Geomechanics and Geotechnical Engineering, Institute of Rock and Soil Mechanics, Chinese Academy of Sciences, Wuhan 430071, China – sequence: 2 givenname: Hao surname: Liu fullname: Liu, Hao organization: State Key Laboratory of Geomechanics and Geotechnical Engineering, Institute of Rock and Soil Mechanics, Chinese Academy of Sciences, Wuhan 430071, China – sequence: 3 givenname: Xiaoxiao surname: Li fullname: Li, Xiaoxiao organization: State Key Laboratory of Geomechanics and Geotechnical Engineering, Institute of Rock and Soil Mechanics, Chinese Academy of Sciences, Wuhan 430071, China – sequence: 4 givenname: Zhao surname: Tao fullname: Tao, Zhao organization: Dept. of Civil and Environmental Engineering, Brunel University London, London UB8 3PH, UK – sequence: 5 givenname: Yongjie surname: Wu fullname: Wu, Yongjie organization: State Key Laboratory of Geomechanics and Geotechnical Engineering, Institute of Rock and Soil Mechanics, Chinese Academy of Sciences, Wuhan 430071, China – sequence: 6 givenname: Jianhua surname: Shen fullname: Shen, Jianhua organization: State Key Laboratory of Geomechanics and Geotechnical Engineering, Institute of Rock and Soil Mechanics, Chinese Academy of Sciences, Wuhan 430071, China – sequence: 7 givenname: Mei surname: Yin fullname: Yin, Mei email: mei.yin@brunel.ac.uk organization: Dept. of Civil and Environmental Engineering, Brunel University London, London UB8 3PH, UK |
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| Cites_doi | 10.1016/j.jmps.2006.11.003 10.1680/geot.9.P.114 10.1061/(ASCE)GM.1943-5622.0000079 10.1680/geot.1993.43.1.53 10.1007/s11001-021-09440-2 10.1007/s12205-012-1476-x 10.1061/(ASCE)GM.1943-5622.0000919 10.1016/j.enggeo.2013.03.005 10.1680/geot.1990.40.4.607 10.1680/geolett.14.00066 10.1061/(ASCE)0733-9410(1985)111:10(1177) 10.1061/JSFEAQ.0001458 10.1016/j.sandf.2017.11.010 10.1680/geot.12.P.111 |
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| Keywords | Calcareous sand Triaxial test Particle breakage Stress path |
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