An Improved Nonlinear Settlement Calculation Method for Soft Clay considering Structural Characteristics

The settlement calculation model for soft clay foundation is established based on Hooke’s law and the Duncan-Chang model. By introducing the concept of damage ratio, the method for determining the deformation modulus of soil before and after damage under load is presented, and a nonlinear settlement...

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Bibliographic Details
Main Authors: Binhui Ma, Zhuo Li, Kai Cai, Zhiyong Hu, Minghua Zhao, Chengbin He, Bingchu Chen, Xiaocheng Huang
Format: Article
Language:English
Published: Wiley 2021-01-01
Series:Geofluids
Online Access:http://dx.doi.org/10.1155/2021/8837889
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