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- W2370568100 abstract "In order to evaluate accurately the effect of soil self-weight consolidation and compression on land subsidence,based on Biot's consolidation theory and combined with the nonlinear rheological theory of soil,the constitutive relation was extended to viscoelastic plasticity,and the dynamic change relationship of mechanical parameters and hydraulic parameters were also considered,a three-dimensional full coupling mathematic model among soil self-weight consolidation compression,groundwater seepage and deformation of soil settlement was founded in Nantong. Based on identification and verification of the model,the characteristics of the groundwater flow field of every aquifer and the developing tendency of land subsidence were predicted under the condition that exploitation of the groundwater was stopped and the self-weight consolidation compression of the soil was existed only in the study area from December 31,2010 to December 31,2025 was predicted. It is shown that the maximum of land subsidence caused by soil self-weight consolidation compression is 2. 42 mm and the maximum rate of land subsidence is 0. 16 mm /a in Nantong from December 31,2010 to December 31,2025,the effect of soil self-weight consolidation compression on land subsidence is limited very much." @default.
- W2370568100 created "2016-06-24" @default.
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- W2370568100 date "2014-01-01" @default.
- W2370568100 modified "2023-09-25" @default.
- W2370568100 title "On impact of soil self-weight consolidation and compression on land subsidence" @default.
- W2370568100 hasPublicationYear "2014" @default.
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