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

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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