Full-Text Search:
Home|Journal Papers|About CNKI|User Service|FAQ|Contact Us|中文
《Chinese Jounal of Geotechnical Engineering》 2005-08
Add to Favorite Get Latest Update

Developed nonlinear dynamic constitutive relations of soils based on Davidenkov skeleton curve

CHEN Guo-xing,ZHUANG Hai-yang (Institute of Geotechnical Engineering, Nanjing University of .Technology, Nanjing 210009, China)  
Based on Davidenkov skeleton curve of the one dimensional dynamic stress-strain relation, the dynamic shear stress-strain curves were constituted by using Mashing rules. The Davidenkov skeleton curve was corrected by using sectional functions, and the upper limit of failure shear strain amplitude was used as the sectional point. The modified skeleton curve could approach the upper limit of failure shear stress when shear strain amplitude approached infinite. The equations used to calculate damping ratio were derived. The effects of fitting parameters A, B and γ 0 on the curves of dynamic shear modulus ratio and damping ratio versus shear strain amplitude(G/Gmax–γ and D–γ ) were studied systematically. Based on these studies, a new fitting method was suggested to fit the tested G/Gmax–γ and D–γ curves. It is obvious that the new fitting method is better than the current methods to fit the tested G/Gmax–γ and D–γ curves of soils in Nanjing city. The reference values of fitting parameters A, B and γ 0 are given to fit the G/Gmax–γ and D–γ curves of soils tested by free vibration column apparatus.
【Fund】: 江苏省重点实验室基金资助项目(KJSS0201);; 江苏省自然科学基金资助项目(BK2004124)
【CateGory Index】: TU435
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 10 Hits
1 CHEN Guo-xing,CHEN Bin,SU Xiao-mei, LIU Xue-zhu(Institute of Geotechnical Engineering,Nanjing University of Technology,Nanjing 210009,China);Analysis and Evaluation of Ground Vibration Response Induced by Rapid Rail Transit[J];Chinese Journal of Underground Space and Engineering;2008-01
2 Zhuang Haiyang,Chen Guoxing(Institute of Geotechnical Engineering,Nanjing University of Technology,Nanjing 210009,China);Analysis of nonlinear earthquake response of metro double-tunnels[J];Earthquake Engineering and Engineering Vibration;2006-02
3 Chen Xueliang~(1),Jin Xing~(1,2,3,4),Tao Xiaxin~(1,5),Kang Lanchi~(4)(1.Institute of Engineering Mechanics,China Earthquake Administration,Harbin 150080,China;2.Earthquake Administration of Fujian Province,Fuzhou 350003,China;3.School of Civil Engineering,Nanjing University of Technology,Nanjing 210009,China;4.School of Civil Engineering,Fuzhou University,Fouzhou 350002;5.School of Civil Engineering,Harbin Institute of Technology,Harbin 150008,China);Analysis and evaluation of one dimensional dynamic nonlinear constitutive relation of soil[J];Earthquake Engineering and Engineering Vibration;2006-06
4 LI Furong1,2,CHEN Guoxing1,WANG Zhihua1(1.Institute of Geotechnical Engineering,Nanjing University of Technology,Nanjing,210009,China;2.College of Civil Engineering,Yancheng Institute of Technology,Yancheng 224051,China);Seismic responses of single-column pier considering the effects of hydrodynamic pressure[J];Journal of Earthquake Engineering and Engineering Vibration;2008-02
5 QI Wenhao1,BO Jingshan2,1(1.Institue of Engineering Mechanics,China Earthquake Administration,Harbin 150080,China; 2.Institute of Disaster-Prevention Science and Technology,Sanhe 065201,China);A new soil dynamic constitutive model[J];Journal of Earthquake Engineering and Engineering Vibration;2009-01
6 XU Ye, CHEN Guo-xing, ZHUANG Hai-yang (Institute of Geotechnical Engineering, Nanjing University of Technology, Nanjing 210009, China);Site Seismic Response Analysis of Composite Foundation Mixed with Cement Piles[J];Journal of Disaster Pnevention and Mitigation Engineering;2005-02
7 ZUO Xi,CHEN Guo-xing,ZHUANG Hai-yang (Institute of Geotechnical Engineering,Nanjing University of Technology,Nanjing 210009,China);Comparison between Circular and Straight-wall-top-arch Tunnels under Seismic Response Based on Numerical Simulation[J];Journal of Disaster Prevention and Mitigation Engineering;2007-04
8 CHEN Guo-xing,SU Xiao-mei,CHEN Bin (Institute of Geotechnical Engineering,Nanjing University of Technology,Nanjing 210009,China);Evaluation of Ambient Vibration Induced by Passing Trains in Subway Tunnel[J];Journal of Disaster Prevention and Mitigation Engineering;2008-01
9 CHEN Guo-xing~1 CHEN Bin~(1,2) SU Xiao-mei~1 1.Institute of Geotechnical Engineering,Nanjing University of Technology,Nanjing 210009,China; 2.Shaoxing Quality Supervision and Management Station of Civil Defense Engineering,Shaoxing 312000,China;Response Analysis of Ground Vibration Induced by Rapid Rail Transit[J];Journal of Disaster Prevention and Mitigation Engineering;2008-04
10 LI Fu-rong (College of Civil Engineering,Yancheng Engineering Institute,Yancheng,Jiangsu 224051,China);Analysis on Seismic Responses of Water-Piles-Soil-Bridge Pier Structure System[J];Journal of Water Resources and Architectural Engineering;2008-02
China Proceedings of conference Full-text Database 1 Hits
1 LIU Xue-zhu,CHEN Guo-xing,CHEN Bin (Institute of Geotechnical Engineering,Nanjing University of Technology,Nanjing 210009,China );Analysis of vibration characteristics on subgrade-site under vibrating load induced by high-speed train[A];[C];2007
【Citations】
Chinese Journal Full-text Database 1 Hits
1 Chen Guoxing,Liu Xuezhu (Institute of Geotechnical Engineering,Nanjing University of Technology,Nanjing 210009 China);TESTING STUDY ON RATIO OF DYNAMIC SHEAR MODULI AND RATIO OF DAMPING FOR RECENTLY DEPOSITED SOILS IN NANJING AND ITS NEIGHBORING AREAS[J];Chinese Journal of Rock Mechanics and Engineering;2004-08
【Co-citations】
Chinese Journal Full-text Database 10 Hits
1 ZHANG Yu1,SUN Fang2,JIA Bin1,3,WANG Ruheng1,3 (1.Southwest University of Science and Technology,Mianyang 621010,China;2.Sichuan Haichen Project Design & Research Company,Mianyang 621000,China;3.Chongqing University,Chongqing 430045,China);Laboratory experimental study on dynamic elastic modulus of sandy pebble soil subjected to dynamic loading[J];Sichuan Building Science;2008-06
2 Sun Jing~(1,2),Yuan Xiaoming~(3) (1.School of Civil Engineering,Harbin Institute of Technology,Harbin 150090,China;2.Institute of Civil Engineering,Heilongjiang Universaty,Harbin 150000,China;3.Institute of Engineering Mechanics,China Earthquake Administration,Harbin 150080,China);Reliability analysis for routine tests of multi-purpose resonant column device[J];Earthquake Engineering and Engineering Vibration;2006-05
3 LAN Jingyan1,BO Jingshan2 (1.Institute of Crustal Dynamics,China Earthquake Administration,Beijing 100085,China;2.Institute of Disaster-Prevention Science and Technology,Sanhe 065201,China);Effect of soil dynamic parameters on design response spectrum[J];Journal of Earthquake Engineering and Engineering Vibration;2008-03
4 CHEN Bin,CHEN Guo-xing,ZHU Ding-hua,SU Xiao-mei (Institute of Geotechnical Engineering,Nanjing University of Technology,Nanjing 210009,China);Experimental Study of Ground Vibration Caused by Rail Transit[J];Journal of Disaster Prevention and Mitigation Engineering;2007-03
5 MA Decui SHAN Hongxian ZHOU Qijian(College of Environmental Science and Engineering, Ocean University of China, Qingdao 266003);EXPERIMENTAL STUDY ON SHEAR MODULUS AND DAMPING RATIO CHARACTERISTICS OF SILTY SOIL IN THE DELTA OF YELLOW RIVER[J];Journal of Engineering Geology;2005-03
6 GAO Bo ZHANG Hongru(School of Civil Engineering and Architecture,Beijing Jiaotong University,Beijing 100044);CYCLICAL TRI-AXIAL TESTS FOR DYNAMIC MODULUS CHARACTERISTICS OF SILTY SOILS AT SIX SITES IN HANDAN AND TAIYUAN[J];Journal of Engineering Geology;2008-04
7 Zai Jin-min,Chen Guo-xing,Wang Zhi-hua (Institute of Geotechnical Engineering,Nanjing University of Technology,Nanjing 210009,China);Development of Study on Geotechnical Earthquake Engineering in NJUT[J];Earthquake Resistant Engineering;2005-S1
8 Zhang Yu Wang Ruheng Jia Bin(Southwest University of Science and Technology Mianyang 621010);STUDY ON DAMPING RATIO OF SANDY PEBBLE SOIL SUBJECTED TO DYNAMIC LOADING[J];Industrial Construction;2008-04
9 Wang Yanli1,2,Hu Yong3(1.Key Laboratory of Geotechnical and Underground Engineering of Ministry of Education,Tongji University,Shanghai 200092, China;2.Department of Geotechnical Engineering,Tongji University,Shanghai 200092,China;3.Huzhou Vocational Technology College,Huzhou 313000,China);Dynamic Triaxial Testing Study on Dynamic Characteristics of Saturated Sands[J];Chinese Journal of Underground Space and Engineering;2010-02
10 SUN Jing1,2,YUAN Xiao-ming3,TAO Xia-xin1(1.School of civil Engineering,Harbin Institute of Technology,Harbin 150090,China;2.Institute of Civil Engineering,Heilongjiang University,Harbin 150000,China;3. Institute of Engineering Mechanics,China Earthquake Administration,Harbin 150080,China);Error analysis of resonant column device tests[J];Journal of Harbin Institute of Technology;2007-04
China Proceedings of conference Full-text Database 3 Hits
1 Zai Jin-min, Chen Guo-xing , Wang Zhi-hua (Institute of Geotechnical Engineering, Nanjing University of Technology, Nanjing 210009, China);Development of Study on Greotechnical Earthquake Engineering in NJUT[A];[C];2005
2 GAO Yu-feng ZHANG Jian SHEN Yang (1.Key Laboratory of Ministry of Education for Geomechanics and Embankment Engineering,Hohai University,Nanjing 210098,China;2. Geotechnical Research Institute,Hohai University,Nanjing 210098,China);Characteristics of pore water pressure of saturated silt under wave loading with different frequency[A];[C];2008
3 Cai Huiteng Ou Bingsong (Earthquake Administration of Fujian Province,Fuzhou 350003,China);Testing Study on Dynamic Shear Modulus and Damping Ratio of Conventional Soils in Fuzhou[A];[C];2009
【Co-references】
Chinese Journal Full-text Database 10 Hits
1 WANG Jie-wei~1,WANG Ru-heng~(1,2)(1.Southwest University of Science and Technology,Mianyang 621002,China;2.Chongqing University,Chongqing 430045,China);The study of the soil dynamic constitutive model[J];Building Science Research of Sichuan;2005-05
2 GUO Sheng-bing et al.;Dynamic Analysis of Underground Structures under the Vertical and Horizontal Seismic Load[J];Underground Space;2002-04
3 GONG Bi-ning et al;Experimental Study on Dynamic Interaction of underground structure and soil[J];Underground Space;2002-04
4 ZHEN Yong lai;A Study on Seismic Design of Subway Tunnel in Soft Clay[J];Underground Space;2003-02
5 TANG Xuan;A Study on Several Key Topics of Shield Tunnel Lining Design[J];Underground Space;2003-02
6 HUANG Yu,YE Wei-min,TANG Yi-qun,CHEN Tian-ling(Department of Geotechnical Engineering,Tongji University,Shanghai 200092,P.R.China);Characteristic Analysis for Seismic Ground Response of Soft Soils in Shanghai[J];Chinese Journal of Underground Space and Engineering;2005-05
7 GU Shuan-cheng~1,ZHU Bin~1,YANG Peng~(1,2)(1.School of Archi.and Civil Engineering,Xi'an Univer.of Sci.and Tech.Xi'an 710054,China;2.Xi'an Engineering Investigation & Design Research Institute of China National Nonferrous Metals Industry,Xi'an 710054,China);Nonlinear Analysis of Seismic Response of Underground Structure[J];Chinese Journal of Underground Space and Engineering;2006-05
8 LI Xin-le, ZHU Xi (School of Civil Engineering and Architecture, Beijing Jiaotong University, Beijing 100044,China);Velocity Pulse for Near-Fault Ground Motions and Its Effect on Seismic Response of Pier[J];Journal of Northern Jiaotong University;2004-01
9 GAO Xue-kui,ZHU Xi (School of Civil Engineering and Architecture,Beijing Jiaotong University, Beijing 100044,China);Hydrodynamic Effect on Seismic Response of Bridge Pier in Deep Water[J];Journal of Beijing Jiaotong University;2006-01
10 Liang Qinghuai(Department of Civil Engineering, Northern Jiaotong University, Beijing 100044));Summary and Review of the Numerical Methods for Analyzing SoilStructure Dynamic Interaction[J];JOURNAL OF NORTHERN JIAOTONG UNIVERSITY;1997-06
【Secondary References】
Chinese Journal Full-text Database 10 Hits
1 Chen Guoxing~(1),Zhuang Haiyang~(1),Cheng Shaoge~(2),Du Xiuli~(3),Li Liang~(3)(1.Institute of Geotechnical Engineering,Nanjing University of Technology,Nanjing 210009,China;2.Institute of Earthquake Engineering,China Academy of Building Research,Beijing 100013,China;3.College of Architecture and Civil Engineering,Beijing University of Technology,Beijing 100022,China);A large-scale shaking table test for dynamic soil-metro tunnel interaction:test scheme[J];Earthquake Engineering and Engineering Vibration;2006-06
2 Chen Guoxing1,Zhuang Haiyang1,Du Xiuli2,Li Liang2,Cheng Shaoge3(1.Institute of Geotechnical Engineering,Nanjing University of Technology,Nanjing 210009,China;2.College of Architecture and Civil Engineering,Beijing University of Technology,Beijing 100022,China;3.Institute of Earthquake Engineering,China Academy of Building Research,Beijing 100013,China);A large-scale shaking table test for dynamic soil-metro tunnel interaction: Analysis of test results[J];Journal of Earthquake Engineering and Engineering Vibration;2007-01
3 LIU Jingbo1,LIU Xiangqing1,DU Xiuli2(1.Department of Civil Engineering,Tsinghua University,Beijing 100084,China;2.College of Architectureand Civil Engineering,Beijing University of Technology,Beijing 100022,China);Prospects for the development in theoretical analysis and experimental study of seismic response of underground structures[J];Journal of Earthquake Engineering and Engineering Vibration;2007-06
4 CHEN Guoxing1,BAI Degui1,2,WANG Zhihua1,3(1.Institute of Geotechnical Engineering,Nanjing University of Technology,Nanjing 210009,China;2.Chongqing Survey Institute, Chongqing 400020,China;3.College of Water Conservancy and Hydropower Engineering,Hohai University,Nanjing 210098,China);Seismic response analysis of large scale bridge pier supported by pile foundation considering the effect of wave and current action[J];Journal of Earthquake Engineering and Engineering Vibration;2008-05
5 ZUO Xi,CHEN Guo-xing,ZHUANG Hai-yang (Institute of Geotechnical Engineering,Nanjing University of Technology,Nanjing 210009,China);Comparison between Circular and Straight-wall-top-arch Tunnels under Seismic Response Based on Numerical Simulation[J];Journal of Disaster Prevention and Mitigation Engineering;2007-04
6 CHEN Lei CHEN Guo-xing (Institute of Geotechnical Engineering,Nanjing University of Technology,Nanjing 210009,China);Seismic Response of Vertically Double-layered Metro Tunnels under Near-fault Strong Ground Motion[J];Journal of Disaster Prevention and Mitigation Engineering;2008-04
7 LI Yu-hui,ZHANG Ji-chao,DING Xiao-min,GONG Jian(College of Civil Engineering,Guangzhou University,Guangzhou 510006,China);Discussion on the Environmental Geotechnical Engineering Problems about the Development and Utilization of the Underground Space in Guangzhou[J];Chinese Journal of Underground Space and Engineering;2009-S2
8 WANG Tao(Research Institute of Structural Engineering & Disaster reduction,Tongji University,Shanghai 200092,China);Research of some problems in vertical earthquake[J];Journal of Henan University of Urban Construction;2010-02
9 WANG Xiang-yu1,LIU Hua-bei2,SONG Er-xiang1 (1.Department of Civil Engineering,Tsinghua University,Beijing 100084,China;2.Department of Civil Engineering,City University of New York,New York 10031, USA);A practical and unified elastoplastic-viscoplastic model of soils[J];Journal of Hohai University(Natural Sciences);2009-02
10 WANG Yue QI Cheng-zhi;Study on the influence of the vertical earthquake component to the dynamic response of the subway station[J];Shanxi Architecture;2009-01
China Proceedings of conference Full-text Database 1 Hits
1 Xi Renqiang,Chen Guoxing (Institute of Geotechnical Engineering,Nanjing University of Technology,Nanjing,210009);Brief review of Deep Water Bridge Pile Foundation's Seismic Response Considering Fluid-Structure Interaction[A];[C];2008
【Secondary Citations】
Chinese Journal Full-text Database 10 Hits
1 Chen Guoxing (Harbin University of Architecture and Engineering,Harbin 150006,China) Xie Junfei Zhang Kexu (Institute of Engineering Mechanics,State Seismological Bureau,Harbin 150080,China);THE EMPIRICAL EVALUATION OF SOIL MODULI AND DAMPING RATIO FOR DYNAMIC ANALYSIS[J];Earthquake Engineering and Engineering Vibration;1995-01
2 YANG Wei-lin; CHEN Guo -xing; YANG Xin-yu; GAO Zhi-bing ( Institute of Earthquake Engineering of Jiangsu Province, Naming 210014, Naming Architectural & Civil Engineering Institute, Naming 210009);Study of influence of deep level excavation on design ground motion parameters in a weak foundation site[J];EARTHQUAKE ENGINEERING AND ENGINEERING VIBRATION;2000-03
3 YUAN Xiaoming;SUN Rui; SUN Jing; MENG Shang-jiu; SHI Zhao-ji (Instutute of Engineering Mechanics, China Seismological Bureau, Harbin 150080, China);Laboratory experimental study on dynamic shear modulus ratio and damping ratio of soils[J];Earthquake Engineering and Engineering Vibration;2000-04
4 WANG Shao-bo, DING Hai-ping (Institute of Engineering Mechanics, China Seismological Bureau, Harbin 150080, China);Effect of soil dynamic parameters on seismic responses of soil layers[J];Earthquake Engineering and Engineering Vibration;2001-01
5 ZHOU Zheng hua 1,2 , ZHOU Yong nian 2, ZHAO Gang 2 (1.Harbin Institute of Technology, Harbin 150001,China;2.Institute of Engineering Mechanics, China Seismological Bureau, Harbin 150080, China);Statistical analysis of peak ratios and response spectra of near-field accelerograms[J];Earthquake Engineering and Engineering Vibration;2002-03
6 LIU Xue-zhu, CHEN Guo-xing, HU Qing-xing (Institute of Geotechnical Engineering,Nanjing University of Technology, Nanjing 210009,China);Primary study on dynamic shear modulus and damping ratio of recently deposited soil in area of Nanjing[J];Earthquake Engineering and Engineering Vibration;2002-05
7 CHEN Guoxing1,ZHU Dinghua1,HE Qi-zhi2(1.Institute of Geotechnical Engineering, Nanjing University of Technology,Nanjing 210009,China; 2. Institute of Geotechnical Engineering, Hehai University, Nanjing 210098,China)3.Institute of Engineering Mechanics,China Seismological Bureau, Harbin 150080,China);Development and property test of GZZ-1 free vibration column test system[J];Earthquake Engineering and Engineering Vibration;2003-01
8 ZHENG Zhihua, ZHANG Zhiyi, WANG Derun (Institute of Engineering Mechanics, China Seismological Bureau, Harbin 150080,China );The shear modulus measurement of soil specimen employing ultrasonic instrument[J];World Information On Earthquake Engineering;2002-04
9 SUN Jing, YUAN Xiaoming(Institute of Engineering Mechanics, China Seismological Bureau, Harbin 150080,China);A state-of-art of research on dynamic modulus and damping ratio of soils[J];World Information On Earthquake Engineering;2003-01
10 GUO Ying1,LUAN Maotian1,DONG Xiuzhu1,WANG Dong1.of Coastal and Offshore Engi.,Dalian Uni.of Technology,Dalian116024,China);Experimental study on dynamic modulus characteristics of sand under different stress conditions[J];Journal of Hydraulic Engineering;2003-05
©2006 Tsinghua Tongfang Knowledge Network Technology Co., Ltd.(Beijing)(TTKN) All rights reserved