高级搜索
  • 全国中文核心期刊
  • 中国科技核心期刊
  • 美国工程索引（EI）收录期刊
  • Scopus数据库收录期刊

考虑扰动影响修正Duncan-Chang模型的二次开发

朱剑锋, 徐日庆

朱剑锋, 徐日庆. 考虑扰动影响修正Duncan-Chang模型的二次开发[J]. 岩土工程学报, 2015, 37(zk1): 84-88. DOI: 10.11779/CJGE2015S1017
引用本文: 朱剑锋, 徐日庆. 考虑扰动影响修正Duncan-Chang模型的二次开发[J]. 岩土工程学报, 2015, 37(zk1): 84-88. DOI: 10.11779/CJGE2015S1017
shu
ZHU Jian-feng, XU Ri-qing. Secondary development of modified Duncan-Chang model considering disturbance[J]. Chinese Journal of Geotechnical Engineering, 2015, 37(zk1): 84-88. DOI: 10.11779/CJGE2015S1017
Citation: ZHU Jian-feng, XU Ri-qing. Secondary development of modified Duncan-Chang model considering disturbance[J]. Chinese Journal of Geotechnical Engineering, 2015, 37(zk1): 84-88. DOI: 10.11779/CJGE2015S1017
shu

考虑扰动影响修正Duncan-Chang模型的二次开发  English Version

  • 1. 宁波大学建筑工程与环境学院,浙江 宁波 315211; 2. 浙江大学滨海和城市岩土工程研究中心,浙江 杭州 310058

基金项目: 国家自然科学基金项目（51178420,51409142）; 浙江省科技厅公益项目（2012C21058）; 国家科技部星火计划项目（2014GA701039）; 国家住建部软科学研究项目（2013-K1-2）; 浙江省教育厅（理）科研计划项目（Y201327602）; 宁波市自然科学基金项目（2012A610160）
详细信息
    作者简介:

    朱剑锋(1982- ),男,讲师,主要从事土的工程性质及本构理论研究。

Secondary development of modified Duncan-Chang model considering disturbance

  • 1. Faculty of Architectural Civil Engineering and Environment, Ningbo University, Ningbo 315211, China; 2. Research Center of Coastal Urban Geotechnical Engineering, Zhejiang University, Hangzhou 310058, China

摘要

    摘要
  • 摘要: 为了更准确预测施工扰动状态下土体的变形和强度特性,开发了考虑扰动影响的修正Duncan-Chang模型,编写了通用有限元软件ABAQUS修正Duncan-Chang模型的用户子程序（UMAT）,并通过干砂三轴试验对UMAT的可行性进行了验证。试验结果表明,不同扰动度下的数值模拟值均接近于三轴试验值。因此,对考虑扰动影响修正Duncan-Chang模型的二次开发是可行的,可以在考虑施工扰动影响的岩土工程数值计算中推广应用。
    Abstract: The modified Duncan-Chang model considering disturbance is secondarily developed to predict the mechanical properties of soil under construction disturbance state more precisely. And the corresponding user subroutine UMAT of ABAQUS, which is a general-purpose finite element analysis system, is programmed. Moreover, the triaxial compressed tests on dry sands are carried out to prove the feasibility of the UMAT. The simulated results show that the predicted values of ABAQUS in which the developed UMAT subroutine has been used agree well with those of the triaxial tests at any disturbance state. Therefore, the secondary development of the modified Duncan-Chang model considering disturbance is feasible. Moreover, it can be widely used in the numerical calculation of geotechnical engineering.
    • HTML全文
    • 参考文献(14)
  • [1] DUNCAN J M, CHANG C Y. Nonlinear analysis of stress and strain in soils[J]. Journal of the Soil Mechanics and Foundations Division, ASCE, 1970, 96(SM5): 1629-1653.
    [2] 何昌荣, 杨桂芳. 邓肯-张模型参数变化对计算结果的影响[J]. 岩土工程学报, 2002, 24(2): 170-174. (HE Chang-rong, YANG Gui-fang. Effects of parameters of Duncan-Chang model on calculated results[J]. Chinese Journal of Geotechnical Engineering, 2002, 24(2): 170-174. (in Chinese))
    [3] 胡亚元, 陈云敏. 本构模型与软黏土强度增长的关系研究[J]. 浙江大学学报（工学版）, 2004, 38(6): 731-735. (HU Ya-yuan, CHEN Yun-min. Research on correlation between so il model and shear strength gain in staged con- struction[J]. Journal of Zhejiang University (Engineering Science), 2004, 38(6): 731-735. (in Chinese))
    [4] 王立忠, 赵志远, 李玲玲. 考虑土体结构性的修正邓肯-张模型[J]. 水利学报, 2004(1): 83-89. (WANG Li-zhong, ZHAO Zhi-yuan, LI Ling-ling. Non-linear elastic model considering soil structural damage[J]. Journal of Hydraulic Engineering, 2004(1): 83-89. (in Chinese) )
    [5] 陈育民, 刘汉龙. 邓肯-张本构模型在FLAC 3D 中的开发与实现[J]. 岩土力学, 2007, 28(10): 2123-2126. (CHEN Yu-min, LIU Han-long. Development and implementation of Duncan-Chang constitutive model in FLAC 3D [J]. Rock and Soil Mechanics, 2007, 28(10): 2123-2126. (in Chinese))
    [6] 何春保, 沈建华, 蔡 健, 等. Duncan-Chang 非线性地基模型的反演分析[J]. 岩土工程学报, 2009, 31(4): 634-638. (HE Chun-bao, SHEN Jian-hua, CAI Jian, ea al. Back analysis of Duncan-Chang nonlinear foundation model[J]. Chinese Journal of Geotechnical Engineering, 2009, 31(4): 634-638. (in Chinese))
    [7] 曹文贵, 邓湘君, 张 超. 基于 Duncan-Chang 模型的地基沉降分层总和分析方法探讨[J]. 岩土工程学报, 2013, 35(4): 643-649. (CAO Wen-gui, DENG Xiang-jun, ZHANG Chao. Layerwise summation method for ground foundation settlement based on Duncan-Chang constitutive model[J]. Chinese Journal of Geotechnical Engineering, 2013, 35(4): 643-649. (in Chinese))
    [8] DESAI C S. A consistent finite element technique for work softening behavior[C]//Proceeding of International Conference on Computer Methods in Nonlinear Mechanics. Austin, 1974.
    [9] ZHU Jian-feng, XU Ri-qing, LI Xin-rui, et al. Calculation of earth pressure based on disturbed state concept theory[J]. Journal of Central South University of Technology, 2011, 18(4): 1240-1247.
    [10] 朱剑锋, 徐日庆, 王兴陈, 等. 考虑扰动影响砂土修正弹塑性模型[J]. 岩石力学与工程学报, 2011, 30(1): 193-201. (ZHU Jian-feng, XU Ri-qing, WANG Xing-chen, et al. An elasto-plastic model for sand considering disturbance[J]. Chinese Journal of Rock Mechanics and Engineering, 2011, 30(1): 193-201. (in Chinese))
    [11] 徐日庆, 张 俊, 朱剑锋, 等. 考虑扰动影响的修正Duncan-Chang模型[J]. 浙江大学学报(工学版), 2012, 46(1): 1-7. (XU Ri-qing, ZHANG Jun, ZHU Jian-feng, et al. Modified Ducan-Chang model considering disturbance[J]. Journal of Zhejiang University (Engineering Science), 2012, 46(1): 1-7. (in Chinese))
    [12] 王金昌, 陈页开. ABAQUS在土木工程中的应用[M]．杭州: 浙江大学出版社, 2006: 60-67. (WANG Jin-chang, CHEN Ye-kai. Application of ABAQUS in civil engineering[M]. Hangzhou: Zhejiang University Press, 2006: 60-67. (in Chinese))
    [13] 费 康, 张建伟. ABAQUS在岩土工程中的应用[M]. 北京: 中国水利水电出版社, 2009: 146-158. (FEI Kang, ZHANG Jian-wei. Application of ABAQUS in geotechnical engineering[M]. Beijing: China Water Power Press, 2009: 146-158. (in Chinese))
    [14] SL237—1999 土工试验规程[S]. 北京: 中国水利水电出版社, 1999. (SL237—1999 Specification of soil test[S]. Beijing: China Water Power Press, 1999. (in Chinese))
    • 相关文章
    • 施引文献
    • 资源附件(0)
计量
  • 文章访问数: 
  • HTML全文浏览量:  0
  • PDF下载量: 
  • 被引次数: 0
出版历程
  • 收稿日期:  2015-03-25
  • 发布日期:  2015-07-24

目录

摘要
HTML全文
    参考文献(14)
    相关文章
    施引文献
    资源附件(0)

    /

    返回文章
    返回
    版权所有 © 2010水利部交通部国家能源局南京水利科学研究院 苏ICP备05007122号-11公安联网备案号：32010602011255
    编辑部地址：南京市虎踞关34号《岩土工程学报》编辑部邮编：210024电话：025-85829534，85829556E-mail: ge@nhri.cn