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- W2389715648 abstract "In this paper,the stress and deformation properties of a double-layer subgrade with a soft under layer are studied in terms of FEM.The results indicate that the plastic zone of subgrade appears in the upper layer soil of the interface,and then,it expands to the interface and both upper and lower layer with the increase of load,as the lower layer soil is soft,the plastic zone expands rapidly.Finally,when the plastic zone reaches the foundation bottom,the subgrade reaches its ultimate bearing capacity.According to the foundation design for the regional multi-storey buildings,this research provides an effective analytical method for a better understanding to the soft soil strength and deformation characteristics.The results serve the engineering design as references." @default.
- W2389715648 created "2016-06-24" @default.
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- W2389715648 date "2008-01-01" @default.
- W2389715648 modified "2023-09-23" @default.
- W2389715648 title "Strength and Stability Analysis of the Double-Layer Subgrade with Rigid Upper and Soft Lower" @default.
- W2389715648 hasPublicationYear "2008" @default.
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