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《Journal of Glaciology and Geocryology》 2007-02
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Viscoelastic Plastic Model of Frozen Soil and Numerical Calculation Soft Matrix Applied

LI Dong-wei,WANG Ren-he,LIN Bin(Department of Civil Engineering,Anhui University of Science and Technology,Huainan Anhui 232001,China)  
With the development of industry and agriculture in cold regions and spread of the construction technology of artificial freezing,study on the rheology of frozen soil becomes very important.In this paper,Lots of frozen clay specimens are used for the long-term creep tests under single-axial stress states.In order to replace the linear Newtonian body with non-linear Newtonian body,Nishihara Model must be improved.The improved Nishihara Model is proposed to describe the triaxial nonlinear creep constitutive function.Adopting Drucker-Prager(DP) yield model,a soft matrix is derived for numerically calculating.The improved Nishihara Model is added to ADINA FEM,through a secondary developing of finite element program.The improved Nishihara Model is verified by triaxial experiment.The final fitting curves and the theory calculation indicate that the calculated results coincide with the experimental ones very well.The model is able to describe the features of non-linear accelerative creep of frozen soil.
【Fund】: 安徽省高校青年教师基金项目(2007JQ1044);; 安徽省自然科学基金项目(050440501);; 安徽理工大学青年教师基金项目(QN200607)资助
【CateGory Index】: TU445
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【References】
Chinese Journal Full-text Database 1 Hits
1 JIN Long1,LAI Yuan-ming1,GAO Zhi-hua2,LI Shuang-yang1(1.State Key Laboratory of Frozen soil Engineering,CAREERI,CAS,Lanzhou Gansu 730000,China;2.College of Cvil Enginqering,Chang′an University,Xi′an Shaanxi 710061,China);Experimental Study of the Damage of Frozen Sandy Soil[J];Journal of Glaciology and Geocryology;2008-02
【Citations】
Chinese Journal Full-text Database 4 Hits
1 HE Ping, CHENG Guo dong, YANG Cheng song, ZHAO Su ping (State Key Laboratory of Frozen Soil Engineering, CAREERI, CAS, Lanzhou Gansu 730000, China);Analysis of Strength of Unsaturated Frozen Soil[J];Journal of Glaciolgy and Geocryology;2002-03
2 Ma Wei; Wu Ziwang; Chang Xiaoxiao and Wang Jiacheng(State Key Laboratory of Frozen Soil Engineering. LIGG, CAS,730000);Analysis of Microstructural Changes in Frozen Sandy Soil Under Confining Pressures Using Scaning Electronic Microscope[J];JOURNAL OF GLACIOLGY AND GEOCRYOLOGY;1995-02
3 Ma Wei, Wu Ziwang, Chang Xiaoxiao and Sheng Yu (State Key Laboratory of Frozen Soil Engineering, LIGG, CAS, 730000);Strength Characteristics of Frozen Sandy Soil under High Confining Pressure[J];JOURNAL OF GLACIOLGY AND GEOCRYOLOGY;1996-03
4 ZHAO Ming-hua,XIAO Yan,CHEN Chang-fu(Geotechnical Engineering Academe, Hunan Univ, Changsha410082,China);Laboratory Experiment of the Rheological Property of Soft Clay and the Improved Xiyuan Model[J];Journal of Hunan University (Natural Science);2004-01
【Co-citations】
Chinese Journal Full-text Database 10 Hits
1 FU Zhi-qian (School of Civil Engineering,Shandong University,Jinan250061,China);Visco-elastic model of unigeogrid-reinforced earth structure[J];Building Science Research of Sichuan;2004-02
2 CHEN Yan,LIU Ning(College of Civil Engineering,Hehai Univ., Nanjing,210098,China);THE COMPARISON OF THE SCHEMES IN RUNYANG BRIDGE’S NORTH ANCHOR[J];Journal of Anhui Institute of Architecture;2004-01
3 LIU Xue zeng et al.;Viscoelasticity Back Analysis for Layered Ground and Hybrid Genetic Algorithm[J];Underground Space;2003-04
4 ZHAO Yong hui;Experimental Study on Soil Mass Rheology Characteristics of the North Anchor Block in Runyang Yangtze River Bridge[J];Underground Space;2003-04
5 ZHENG Yong-lai , PAN Jie , HAN Wen-xing(Department of Geotechnical Engineering, Tongji University, Shanghai 200092, China);Analysis on the Settlements of Metro Tunnels in Soft Soil[J];;2005-01
6 KUANG Hong-zhu~1,LIU Xue-zeng~2(1.Engineering Department of Jiangxi Roadway Bureau,Nanchang 330002,P.R.China;2.Department of Geotechnical Engineering,Tongji University,Shanghai 200092,P.R.China);Back Analysis on Transversely Isotropic Viscoelasticity of Rock and Soil Medium[J];Chinese Journal of Underground Space and Engineering;2006-01
7 XIE Feng~1,JIANG Shu-ping~2,LI Jian-jun~3(1.Chongqing Jiaotong University,Chongqing 400074,P.R.China ;2.Chongqing Communication Research & Design Institute,Chongqing 400067,P.R.China;3.Chongqing Communications Engineering Quality Supervision Office,Chongqing 400060,P.R.China);Research on Quadric Lining Time for Creeping Rock Tunnel[J];Chinese Journal of Underground Space and Engineering;2006-05
8 SHEN Ming-rong~(1,2),ZHANG Xue-jin~3(1.Key Laboratory of Geotechnical Engineering,Tongji University;2.Department of Geotechnical Engineering,School of Civil Engineering,Tongji University,Shanghai 200092;3.Shanghai Construction(Group) General Co.Shanghai 200120 China);Parametric Analysis of Shear Creep Contitutive Equation of Discontinuous Plane with Regular Dentation[J];Chinese Journal of Underground Space and Engineering;2006-06
9 QI Ming-shan,XU Zheng-liang,CUI Qin,NING Zuo-li(Shanghai Urban Construction Design & Research Institute,Shanghai 200011,P.R.China);Study on Rotten and Cracked Granite by Triaxial Rheological Experiment[J];Chinese Journal of Underground Space and Engineering;2007-05
10 YIN Tu-bing,LI Xi-bing,ZHOU Zi-long,HONG Liang,YE Zhou-yuan(School of Resouces and Safety Engineering,Central South University,Changsha 410083,China);Study on Mechanical Properties of Post-High-Temperature Sandstone[J];Chinese Journal of Underground Space and Engineering;2007-06
【Co-references】
Chinese Journal Full-text Database 10 Hits
1 Cai Zhongmin (Taiyuan University of Technology) Zhu Yuanlin and Zhang Changqing (Lanzhou Institute of Glaciology and Geocryology, Chinese Academy of Sciences);Visceelastpplastic Constitutive Model of Frozen Soil and Determination of Its Parameters[J];Journal of Glaciology and Geocryology;1990-01
2 Zhu Yuanlin, He Ping, Zhang Jiayi and Wang Jiachang(State Key Laboratory of Frozen Soil Engineering. LIGG, CAS, 730000);Effect of Confine Pressure on Creep Behaviour of Frozen Silt under Dynamic Loading[J];Journal of Glaciology and Geocryology;1995-S1
3 Sheng Yu, Wu Ziwang, Zhu Yuanlin and Ma Wei(State Key Laboratory of Frozen Soil Engineering, LIGG. CAS, 730000);Geometric Analysis on the Creep of Frozen Soil under Increasing Stress Using Creep Theories[J];Journal of Glaciology and Geocryology;1995-S1
4 MA Wei; WU Ziwang; ZHANG Lixin; CHANG Xiaoxiao;(State Key Laboratory of Frozen Soil Engineering, LIGG, CAS, Lanzhou 730000);Mechanisms of Strength Weakening of Frozen SoilsUnder High Confining Pressure[J];JOURNAL OF GLACIOLGY AND GEOCRYOLOGY;1999-01
5 MA Wei;ZHU Yuan-lin;MA Wen-ting;CHANG Xiao-xiao ( Cold and Arid Regions Environmental and Engineering Reserch institute, CAS, Lanzhou Gansu 730000, China; Lanzhou Meteorological School, Lanzhou Gansu 730000, China );Analyses of Deformation in Frozen Clayey Soils[J];JOURNAL OF GLACIOLGY AND GEOCRYOLOGY;2000-01
6 ZHAO Shu ping, HE Ping, ZHU Yuan lin, CHANG Xiao xiao (State Key Laboratory of Frozen Soil Engineering, CAREERI, CAS, Lanzhou Gansu 730000, China);Creep Characteristics of Frozen Sand under Dynamic Loading[J];Journal of Glaciolgy and Geocryology;2002-03
7 LIU Zeng\|li~ 1, 2,\ LI Hong\|sheng~ 1, 2,\ ZHU Yuan\|lin~ 2,\ PU Yi\|bin~ 2,\ LI Hong\|yan~ 3 (Department of Engineering Mechanics, Dalian University of Technology, Dalian Liaoning 116023, China; 2.State Key Laborator of Frozen Soil Engineering,;A Distinguish Model for Initial and Additional Micro-Damages on Frozen Soil[J];Journal of Glaciolgy and Geocryology;2002-05
8 LI Dong-wei1,WANG Ren-he1,HU Pu2(Department of Civil Engineering,Anhui University,Science and Technology,Huainan Anhui 232001,China;2.The Construction Department of Anhui Province,Hefei Anhui 230001,China);Study of Frozen Soil Creep Damage-Coupling Constitutive Function[J];Journal of Glaciology and Geocryology;2007-03
9 CHANG Xiao-xiao,MA Wei,WANG Da-yan(State Key Laboratory of Frozen Soil Engineering,CAREERI,CAS,Lanzhou Gansu 730000,China);Study on the Strength of Frozen Clay at High Confining Pressure[J];Journal of Glaciology and Geocryology;2007-04
10 JIN Long1,LAI Yuan-ming1,GAO Zhi-hua2,LI Shuang-yang1(1.State Key Laboratory of Frozen soil Engineering,CAREERI,CAS,Lanzhou Gansu 730000,China;2.College of Cvil Enginqering,Chang′an University,Xi′an Shaanxi 710061,China);Experimental Study of the Damage of Frozen Sandy Soil[J];Journal of Glaciology and Geocryology;2008-02
【Secondary Citations】
Chinese Journal Full-text Database 10 Hits
1 WANG Hongwei et al.;Research on Rheological Characteristics of Rock in the Weak Coal-bearing Strata[J];Underground Space;2001-S1
2 Gao Xiangqun(Lanzhou Institute of Glaciology and Geocryology, Academia Sinica);Effects of Ice and Snow Density on Minimum Isotropic Strain Rate[J];Journal of Glaciology and Geocryology;1993-03
3 Yu Qihao, Zhu Yuanlin, He Ping and Zhang Jianming(State Key Laboratory of Frozen Soil Engineering, LIGG, CAS, 730000);Impact Test on frozen Silt with Different Impulse and Water Content[J];Journal of Glaciology and Geocryology;1995-S1
4 MA Wei;ZHU Yuan-lin;MA Wen-ting;CHANG Xiao-xiao ( Cold and Arid Regions Environmental and Engineering Reserch institute, CAS, Lanzhou Gansu 730000, China; Lanzhou Meteorological School, Lanzhou Gansu 730000, China );Analyses of Deformation in Frozen Clayey Soils[J];JOURNAL OF GLACIOLGY AND GEOCRYOLOGY;2000-01
5 Wu Ziwang;Ma Wei; Zhang Changqing and Sheng Zhongyan(Stat-Key Laboratry of Frozen Soil Engineering,LIGG,CAS);Strength Characteristics of Frozen Sandy Soil[J];JOURNAL OF GLACIOLGY AND GEOCRYOLOGY;1994-01
6 Ma Wei;Wu Ziwang and Sheng Yu (State Key Laboratory of Frozen Soil Engineering, LIGG, AS);Creep and Creep Strength of Frozen Soil[J];JOURNAL OF GLACIOLGY AND GEOCRYOLOGY;1994-02
7 Zhang Xiangdong,Zheng Yutian,Xiao Yuxing;Creep Research on the Soft Rock of Tertiary Formation[J];JOURNAL OF NORTHEASTERN UNIVERSITY;1997-01
8 HAN Aiguo ① NIE Dexin ① REN Guangming ① HAN Kunli ② (①Institute of Engineering Geology , Chengdu University of Technology, Chengdu 610059) (②Tianjin Geological Engineering Investigation Institute, Tianjin 300191);STUDY ON SHEAR RHEOLOGIC BEHAVIORS OF SOIL IN SLIP ZONE OF A LARGE-SCALE LANDSLIDE[J];Journal of Engineering Geology;2001-04
9 Wang Renhe;Li Xiaojun(kept. of Civil Engineering);Data process problem in frozen soil creep experiment[J];;1997-02
10 CAO Shu gang;Model for creep behavior of rocks[J];Ground Pressure and Strata Control;2001-03
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