Full-Text Search:
Home|Journal Papers|About CNKI|User Service|FAQ|Contact Us|中文
《Journal of Zhejiang University(Engineering Science)》 2001-01
Add to Favorite Get Latest Update

Parameter back-analysis of hyperbolic constitutive model in soils

TAN Chang-ming,XU Ri-qing,GONG Xiao-nan\;(Geotechnical Engeineering Institute of Zhejiang Uni., Hangzhou 310027, China)  
Parameter back-analysis of Duncan-Chang hyperbolic constitutive model was studied by direct analysis method. After parameter back analysis is made for single parameter and double parameters respectively, some conditions required in back analysis were proposed in order to guarantee the stability of the solutions. The effects of measurement data on back-analysis parameters are analyzed from case study of an embankment filled. The validity of proposed procedure is verified by back-analysis six parameters of double-layer ground in the case. The results demonstrate that different measured information are required for different parameters to be back analyzed, the precision of measured information and the arrangement of measured points affect the results of back analysis.
【Fund】: 国家自然科学基金重点资助项目! (5 973816 0 )
【CateGory Index】: TU432
Download(CAJ format) Download(PDF format)
CAJViewer7.0 supports all the CNKI file formats; AdobeReader only supports the PDF format.
【References】
Chinese Journal Full-text Database 3 Hits
1 TANG Li-min;ZHENG Jian-long;State Engineering Laboratory of Highway Maintenance Technology,Changsha University of Science & Technology;School of Traffic and Transportation Engineering,Changsha University of Science & Technology;Co-Innovation Center for Advanced Construction and Maintenance Technology of Modern Transportation Infrastructural Facility;;Two Ⅲ-posed Problems in the Back Analysis of Duncan-Chang Model Parameters[J];地震工程学报;2015-S1
2 WANG Jian1,2,CEN Wei-jun2,ZHANG Yu2(1.State Key Laboratory of Hydrology-Water Resources and Hydraulic Engineering,Hohai University,Nanjing 210098,China;2.College of.Water Conservancy and Hydropower Engineering,Hohai University,Nanjing 210098,China);Non-uniqueness of back-analyzed parameters of Ducan-Chang model[J];岩土工程学报;2011-07
3 LU Qing1,SHANG Yue-quan1,CHEN Yun-fa2,HOU Li-guo2(1.College of Civil Engineering and Architecture,Zhejiang University,Hangzhou 310027,China;2.Zhejiang Highway Bureau,Hangzhou 310009,China);BACK-ANALYSIS OF VISCO-ELASTIC PARAMETERS OF FILLING MATERIALS AND SETTLEMENT PREDICTION FOR HIGH-FILLED EMBANKMENT[J];岩石力学与工程学报;2005-07
【Co-references】
Chinese Journal Full-text Database 10 Hits
1 TANG Limin School of Traffic and Transportation Engineering,Changsha University of Science Technology,Changsha 410004,China;Research on the Ill-posed and Solving Methods of Nonlinear Least Squares Problem[J];测绘学报;2012-04
2 WANG Jian1,2,CEN Wei-jun2,ZHANG Yu2(1.State Key Laboratory of Hydrology-Water Resources and Hydraulic Engineering,Hohai University,Nanjing 210098,China;2.College of.Water Conservancy and Hydropower Engineering,Hohai University,Nanjing 210098,China);Non-uniqueness of back-analyzed parameters of Ducan-Chang model[J];岩土工程学报;2011-07
3 TANG Li-min1,2 (1. School of Info-Physics and Geomatics Engineering,Central South University,Changsha 410083,China; 2. School of Traffic and Transportation Engineering,Changsha University of Science & Technology,Changsha 410004,China);Regularization algorithm of foundation settlement prediction model[J];岩土力学;2010-12
4 TANG Li-min1,2,ZHU Jian-jun2(1.School of Traffic and Transportation Engineering,Changsha University of Science & Technology,Changsha 410076,China;2.College of Info-Physics and Geomatics Engineering,Central South University,Changsha 410083,China);Unified model and ill-posed property of numerical iterative formula for solving nonlinear least squares problem[J];长沙交通学院学报;2008-02
5 ZHANG Yun~1,XUE Yu-qun~1,WU Ji-chun~1,PU Xiao-fang~1,LIU Yun-tao~1,WEI Zi-xin~2,LI Qin-fen~2(1.Department of Earth Sciences,Nanjing University,Nanjing 210093,China;2.Shanghai Institute of Geological Survey,Shanghai 200072,China);Parameters of Duncan-Chang model for hydrostratigraphic units in Shanghai City[J];水文地质工程地质;2008-01
6 Hu Yingde Ye FengCheng Zhijian (JiangSu Transportation Institute)(Highway administration of WuXi city) (HoHai University);BACK-PERFORMING ANALYSIS FOR PARAMETERS OF DUNCAN-CHANG NONLINEAR-ELASTIC SOIL MODEL[J];土木工程学报;2004-02
7 GONG Yu-feng1, ZHOU Chuang-bing1, LIANG Yi2, DING Xu-liu3, YAN Qiao2 (1. School of Water Resources and Hydropower, Wuhan University, Wuhan 430072 China; 2.Qingjiang Hydroelectric Development Corp. Ltd., Yichang 443002, China; 3.Shenzhen Invest;Application of parameter back analysis method to deformation and stability analysis of rock high slope[J];岩土力学;2002-05
8 CHEN Yi-feng 1,2 ,ZHOU Chuang -bing 1(1.School of Computer Science,Wuhan University,Wuhan430072,China;2.School of Water Resources and Hydropower,Wuhan University,Wuhan430072,China);Back analysis of elastoplastic mechanical parameters of complex dam foundation on the basis of orthogonal experiments[J];岩土力学;2002-04
9 TAN Chang -ming,HUANG Shao-bin (Highway Planning Survey Design Research Institute of Sichuan Provincial Communications Department,Chengdu610041,China);Back-analysis and prediction for settlement of two-dimensional nonlinear viscoelastic soft clay ground[J];岩土力学;2002-01
10 TAN Chang-ming,XU Ri-qing,GONG Xiao-nan\;(Geotechnical Engeineering Institute of Zhejiang Uni., Hangzhou 310027, China);Parameter back-analysis of hyperbolic constitutive model in soils[J];浙江大学学报(工学版);2001-01
【Secondary References】
Chinese Journal Full-text Database 10 Hits
1 LING Bing-chuan;Shanghai Jiading New City Development Co.,Ltd.;;Exponential Model Regression Analysis of the Measured Ground Settlement[J];价值工程;2015-29
2 ZHU Cai-hui;LI Ning;Institute of Geotechnical Engineering, Xi'an University of Technology;;Post-construction settlement analysis of loess-high filling based on time-dependent deformation experiments[J];岩土力学;2015-10
3 LIN Lai-he;LI Tong-da;College of Civil and Transportation Engineering,Hohai University;;Analysis on the Settlement Deformation Law of the Highway Embankment Filled with FCB[J];价值工程;2015-27
4 TANG Li-min;ZHENG Jian-long;State Engineering Laboratory of Highway Maintenance Technology,Changsha University of Science & Technology;School of Traffic and Transportation Engineering,Changsha University of Science & Technology;Co-Innovation Center for Advanced Construction and Maintenance Technology of Modern Transportation Infrastructural Facility;;Two Ⅲ-posed Problems in the Back Analysis of Duncan-Chang Model Parameters[J];地震工程学报;2015-S1
5 FENG Yan;YUAN Shengyang;XU Peng;LI Anhong;JIANG Guanlu;School of Civil Engineering,Southwest Jiaotong University;Sichuan College of Architectural Technology;China Railway Eryuan Engineering Group Co. ,Ltd.;;The creep parameters inversing and settlement prediction of Chengdu clay foundation in Cheng-Mian-Le high-speed railway[J];四川建筑科学研究;2014-05
6 LI Shou-ju;YU Shen;SUN Zhen-xiang;CAO Li-juan;State Key Laboratory of Structural Analysis for Industrial Equipment,Dalian University of Technology;School of Mechanical and Power Engineering,Dalian Ocean University;;Parameter Inversion of Constitutive Model for Rockfill Material Based on Neural Network[J];计算机工程;2014-06
7 GAO Cheng-lei;ZHAO Wen-zhong;LING Jian-ming;WANG Bing-xing;Key Laboratory of Road and Railway Engineering Safety Control of Ministry of Education,Shijiazhuang Tiedao University;Xinfen Expressway Construction Department of Hebei Province;Key Laboratory of Road and Traffic Engineering of Ministry of Education,Tongji University;;Study of index and criterion for settlement control applicable to cut-and-fill subgrade in mountain-highway[J];岩土力学;2014-01
8 WU Yue-dong;LI Xiao-feng;Key Laboratory of Ministry of Education for Geomechanics and Embankment Engineering,Hohai University;Geotechnical Engineering Research Institute, Hohai University;;Research on Post-construction Settlement by Using FCB to Replace Expressway Embankment[J];水利与建筑工程学报;2013-06
9 LI Shouju;YU Shen;LI De;WU Li;State Key Laboratory of Structural Analysis for Industrial Equipment,Dalian University of Technology;Institute of Mechanical Engineering,Dalian Jiaotong University;;Genetic-algorithm-based procedure for parameter estimation of nonlinear constitutive model for rockfill materials[J];辽宁工程技术大学学报(自然科学版);2013-09
10 FANG Weihua 1 , XU Chaojian 2 , CHEN Yunping 1 , LI Dong 1 (1. Nanjing Automation Institute of Water Resources and Hydrology, the Ministry of Water Resources, Nanjing 210012, China; 2. Product Quality & Standard Institution, the Ministry of Water Resources, Hangzhou 310012, China);Overview on Dam Safety Monitoring[J];水利信息化;2013-02
©2006 Tsinghua Tongfang Knowledge Network Technology Co., Ltd.(Beijing)(TTKN) All rights reserved