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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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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author Binhui Ma
Zhuo Li
Kai Cai
Zhiyong Hu
Minghua Zhao
Chengbin He
Bingchu Chen
Xiaocheng Huang
author_facet Binhui Ma
Zhuo Li
Kai Cai
Zhiyong Hu
Minghua Zhao
Chengbin He
Bingchu Chen
Xiaocheng Huang
author_sort Binhui Ma
collection DOAJ
description 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 calculation method which considers the structural characteristics of soft clay is proposed. In the end, a practical engineering example is analyzed with the proposed method and some current methods for soft clay settlement calculation. The results indicated that the proposed method is feasible and applicable in practical engineering.
format Article
id doaj-art-84f9d1d8833246339b12f06cfbe85b01
institution Kabale University
issn 1468-8115
1468-8123
language English
publishDate 2021-01-01
publisher Wiley
record_format Article
series Geofluids
spelling doaj-art-84f9d1d8833246339b12f06cfbe85b012025-02-03T00:58:50ZengWileyGeofluids1468-81151468-81232021-01-01202110.1155/2021/88378898837889An Improved Nonlinear Settlement Calculation Method for Soft Clay considering Structural CharacteristicsBinhui Ma0Zhuo Li1Kai Cai2Zhiyong Hu3Minghua Zhao4Chengbin He5Bingchu Chen6Xiaocheng Huang7School of Civil Engineering, Hunan University of Science and Technology, Xiangtan 411201, ChinaSchool of Civil Engineering, Hunan University of Science and Technology, Xiangtan 411201, ChinaSchool of Civil Engineering, Hunan University of Science and Technology, Xiangtan 411201, ChinaSchool of Civil Engineering, Hunan University of Science and Technology, Xiangtan 411201, ChinaSchool of Civil Engineering, Hunan University, Changsha 410082, ChinaSchool of Civil Engineering, Hunan University of Science and Technology, Xiangtan 411201, ChinaSchool of Civil Engineering, Hunan University of Science and Technology, Xiangtan 411201, ChinaSchool of Civil Engineering, Hunan University of Science and Technology, Xiangtan 411201, ChinaThe 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 calculation method which considers the structural characteristics of soft clay is proposed. In the end, a practical engineering example is analyzed with the proposed method and some current methods for soft clay settlement calculation. The results indicated that the proposed method is feasible and applicable in practical engineering.http://dx.doi.org/10.1155/2021/8837889
spellingShingle Binhui Ma
Zhuo Li
Kai Cai
Zhiyong Hu
Minghua Zhao
Chengbin He
Bingchu Chen
Xiaocheng Huang
An Improved Nonlinear Settlement Calculation Method for Soft Clay considering Structural Characteristics
Geofluids
title An Improved Nonlinear Settlement Calculation Method for Soft Clay considering Structural Characteristics
title_full An Improved Nonlinear Settlement Calculation Method for Soft Clay considering Structural Characteristics
title_fullStr An Improved Nonlinear Settlement Calculation Method for Soft Clay considering Structural Characteristics
title_full_unstemmed An Improved Nonlinear Settlement Calculation Method for Soft Clay considering Structural Characteristics
title_short An Improved Nonlinear Settlement Calculation Method for Soft Clay considering Structural Characteristics
title_sort improved nonlinear settlement calculation method for soft clay considering structural characteristics
url http://dx.doi.org/10.1155/2021/8837889
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