Modeling visco-elastic–plastic deformation of soil with modified Merchant model
Eighty-four to ninety-eight percent of land subsidence in Shanghai City is caused by the visco-elastic–plastic deformation of sediments. Numerical experiments are done on the sediments with visco-elastic–plastic deformation in Shanghai to verify the modified Merchant model (MM model) and land subsid...
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Published in | Environmental earth sciences Vol. 66; no. 5; pp. 1497 - 1504 |
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Main Authors | , , , |
Format | Journal Article |
Language | English |
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Berlin/Heidelberg
Springer-Verlag
01.07.2012
Springer Nature B.V |
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Abstract | Eighty-four to ninety-eight percent of land subsidence in Shanghai City is caused by the visco-elastic–plastic deformation of sediments. Numerical experiments are done on the sediments with visco-elastic–plastic deformation in Shanghai to verify the modified Merchant model (MM model) and land subsidence model based on the modified Merchant (LS-MM) model. There are two advantages of the MM model and the LS-MM model. One is that only a few parameters are involved. There are three parameters in the MM model and four parameters in the LS-MM model. The other one is that both models can describe elastic, elastic–plastic and visco-elastic deformation in addition to visco-elastic–plastic deformation. The corresponding models are developed by setting proper values of the three parameters of μ, α 1 and α 2. The two advantages make the LS-MM model flexible and applicable to the simulation of the large regional land subsidence with visco-elastic–plastic deformation and other different kinds of deformation. The results can be improved by variable parameters, especially specific storage. |
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AbstractList | Eighty-four to ninety-eight percent of land subsidence in Shanghai City is caused by the visco-elastic-plastic deformation of sediments. Numerical experiments are done on the sediments with visco-elastic-plastic deformation in Shanghai to verify the modified Merchant model (MM model) and land subsidence model based on the modified Merchant (LS-MM) model. There are two advantages of the MM model and the LS-MM model. One is that only a few parameters are involved. There are three parameters in the MM model and four parameters in the LS-MM model. The other one is that both models can describe elastic, elastic-plastic and visco-elastic deformation in addition to visco-elastic-plastic deformation. The corresponding models are developed by setting proper values of the three parameters of μ, α ^sub 1^ and α ^sub 2^. The two advantages make the LS-MM model flexible and applicable to the simulation of the large regional land subsidence with visco-elastic-plastic deformation and other different kinds of deformation. The results can be improved by variable parameters, especially specific storage.[PUBLICATION ABSTRACT] Eighty-four to ninety-eight percent of land subsidence in Shanghai City is caused by the visco-elastic–plastic deformation of sediments. Numerical experiments are done on the sediments with visco-elastic–plastic deformation in Shanghai to verify the modified Merchant model (MM model) and land subsidence model based on the modified Merchant (LS-MM) model. There are two advantages of the MM model and the LS-MM model. One is that only a few parameters are involved. There are three parameters in the MM model and four parameters in the LS-MM model. The other one is that both models can describe elastic, elastic–plastic and visco-elastic deformation in addition to visco-elastic–plastic deformation. The corresponding models are developed by setting proper values of the three parameters of μ , α 1 and α 2 . The two advantages make the LS-MM model flexible and applicable to the simulation of the large regional land subsidence with visco-elastic–plastic deformation and other different kinds of deformation. The results can be improved by variable parameters, especially specific storage. Eighty-four to ninety-eight percent of land subsidence in Shanghai City is caused by the visco-elastic–plastic deformation of sediments. Numerical experiments are done on the sediments with visco-elastic–plastic deformation in Shanghai to verify the modified Merchant model (MM model) and land subsidence model based on the modified Merchant (LS-MM) model. There are two advantages of the MM model and the LS-MM model. One is that only a few parameters are involved. There are three parameters in the MM model and four parameters in the LS-MM model. The other one is that both models can describe elastic, elastic–plastic and visco-elastic deformation in addition to visco-elastic–plastic deformation. The corresponding models are developed by setting proper values of the three parameters of μ, α 1 and α 2. The two advantages make the LS-MM model flexible and applicable to the simulation of the large regional land subsidence with visco-elastic–plastic deformation and other different kinds of deformation. The results can be improved by variable parameters, especially specific storage. Eighty-four to ninety-eight percent of land subsidence in Shanghai City is caused by the visco-elastic-plastic deformation of sediments. Numerical experiments are done on the sediments with visco-elastic-plastic deformation in Shanghai to verify the modified Merchant model (MM model) and land subsidence model based on the modified Merchant (LS-MM) model. There are two advantages of the MM model and the LS-MM model. One is that only a few parameters are involved. There are three parameters in the MM model and four parameters in the LS-MM model. The other one is that both models can describe elastic, elastic-plastic and visco-elastic deformation in addition to visco-elastic-plastic deformation. The corresponding models are developed by setting proper values of the three parameters of mu , alpha sub(1) and alpha sub(2). The two advantages make the LS-MM model flexible and applicable to the simulation of the large regional land subsidence with visco-elastic-plastic deformation and other different kinds of deformation. The results can be improved by variable parameters, especially specific storage. |
Author | Wu, Jichun Xue, Yuqun Ye, Shujun Li, Qinfen |
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Cites_doi | 10.1680/geot.1972.22.1.71 10.1029/91WR01567 10.1029/90WR01700 10.1029/WR010i003p00563 10.1007/s11430-008-0062-z 10.1029/WR009i003p00721 10.1016/j.jhydrol.2006.09.031 10.1029/WR012i003p00375 10.1007/s00254-005-0010-6 10.1680/geot.1985.35.3.283 10.1029/WR018i005p01551 10.1029/WR011i003p00465 10.1680/geot.1996.46.3.515 10.1029/1999WR900148 10.1016/j.enggeo.2008.02.011 10.1007/s10040-007-0237-2 10.1029/WR024i003p00461 10.1029/2007WR006606 10.1029/2007WR006605 10.1029/2003WR002941 10.1680/geot.1985.35.3.241 |
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Snippet | Eighty-four to ninety-eight percent of land subsidence in Shanghai City is caused by the visco-elastic–plastic deformation of sediments. Numerical experiments... Eighty-four to ninety-eight percent of land subsidence in Shanghai City is caused by the visco-elastic-plastic deformation of sediments. Numerical experiments... |
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SubjectTerms | Biogeosciences Deformation Earth and Environmental Science Earth Sciences Environmental science Environmental Science and Engineering Geochemistry Geology Hydrology/Water Resources Indexing in process Land subsidence Original Article Plastic deformation Plastics Sediments soil Soils subsidence Terrestrial Pollution Viscoelasticity |
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Title | Modeling visco-elastic–plastic deformation of soil with modified Merchant model |
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