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: | , , , , , , , |
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Format: | Article |
Language: | English |
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Wiley
2021-01-01
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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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