ANALYSIS OF PARAMETERS SENSITIVITY OF DUNCAN-CHANG MODEL AND STUDY ON THE CONTROLLING DEFORMATION

Zhang Jizhou; Miao Linchang; Wang Huajing

doi:10.13204/j.gyjz200803021

Volume 38 Issue 3

Dec. 2014

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Article Navigation > INDUSTRIAL CONSTRUCTION > 2008 > 38(3): 75-79

Zai Jinmin, Zhou Feng, Mei Guoxiong, Wang Xudong, Pei Jie, Liao Heshan. END-BEARING COMPOSITE PILE FOUNDATION AND ITS DESIGN METHOD[J]. INDUSTRIAL CONSTRUCTION, 2008, 38(1): 60-64,73. doi: 10.13204/j.gyjz200801015

Citation:

Zhang Jizhou, Miao Linchang, Wang Huajing. ANALYSIS OF PARAMETERS SENSITIVITY OF DUNCAN-CHANG MODEL AND STUDY ON THE CONTROLLING DEFORMATION[J]. INDUSTRIAL CONSTRUCTION, 2008, 38(3): 75-79. doi: 10.13204/j.gyjz200803021

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ANALYSIS OF PARAMETERS SENSITIVITY OF DUNCAN-CHANG MODEL AND STUDY ON THE CONTROLLING DEFORMATION

doi: 10.13204/j.gyjz200803021

1.
Institute of Geotechnical Engineering,Southeast University,Nanjing 210096

Received Date: 2007-08-10
Publish Date: 2008-03-20

Abstract

Abstract

Based on Biot consolidation theory and adopting Duncan-Chang model, a lot of nonlinear finite element calculations have been performed on a calculating case. The different sensitivities of eight parameters of Duncan-Chang model have been analyzed. At the same time, it is discussed corresponding measures of the design of controlling embankment foundation deformation, which has practical and significant function for parameters testing and the design of controlling embankment foundation deformation.
- consolidation settlement,
- FEM,
- Duncan-Chang model,
- parameter sensitivity,
- deformation control

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References

[2] 钱家欢,殷宗泽.土工原理与计算.第二版.北京:中国水利水电出版社,1996

殷宗泽,朱泓,吴钰.沪宁高速公路地基沉降有限元计算分析.水利水电科技进展,1998,18(2):22-26

[3] 黄文熙.土的工程性质.北京:水利水电出版社,1983

[4] 屈智炯.土的塑性力学.成都:成都科技大学出版社,1987

[5] 殷宗泽,黄其愚,刘吉祥.浅论邓肯-张模型及其在铜街子堆石坝平面分析中的应用.四川水力发电,1986,9(3):22-3

[6] 殷宗泽,李宏.三峡工程二期围堰有限元分析.长江科学院院报,1997(3):39-47

[7] 何昌荣,杨桂芳.邓肯-张模型参数变化对计算结果的影响. 岩土工程学报,2002,24(2):170-174

[8] 王志亮,宋茂天,殷宗泽.路堤沉降计算中邓肯-张模型参数灵敏度分析.岩土力学,2004,25(7):1135-1138

[9] 赫晓光.高速铁路软土路基工后沉降预测研究:[博士学位论文].长沙:中南大学,2004

[10] 牛建东,徐林荣.邓肯-张E-B 模型参数对软土路堤沉降计算结果的影响.工程地质学报,2005,13(4):563-567

[11] 何昌荣.动模量阻尼的动三轴试验研究.岩土工程学报,1997,19(2):39-48

[12] 国家自然科学基金委员会.自然科学学科发展战略调研报告: 水利学科. 北京: 科学出版社, 1994

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