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《Industrial Construction》 2004-10
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EXPLORATION OF e-lgp METHOD TAKING ACCOUNT OF RHEOLOGY AND LATERAL DEFORMATION

Wang Zhiliang Li Yongchi(Engineering Science School,University of Science and Technology of China Hefei 230026) Zheng Mingxin(Institute of Bridge Road and Geotechnical Engineering, East China Jiaotong University Nanchang 330013) Yin Zongze(Institute of Geotechnical Engineering, Hohai University Nanjing 210098) Wu Kehai(Expressway Administration Bureau of Jiangxi Province Nanchang 330046)  
Finite element method can consider not only soil lateral deformation but also rheology during settlement calculation of highway, but the course is more numerous and not easily mastered by common engineering technicians. With a lot of nonlinear finite element method calculations, one settlement general modification formula is brought out, which may cause the e-lgp method to consider lateral deformation, then, based on the fact of secondary compression related to loadings, the absolute time coordinate system is suggested for secondary compression calculation, by the traditional secondary compression calculation formula is rectified. Thus, during the 1-D settlement calculation of highway, the thing that in consideration of rheology and lateral deformation can become reality when combined the above two sides. This thought can cause more accurate results and can be lightly mastered, so it has definite using value in practical engineering.
【CateGory Index】: U416.1
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【Citations】
Chinese Journal Full-text Database 6 Hits
1 He Songling;Study on Precision of Ground Deformation Calculation With Stratified[J];GEOTICHNICAL INVESTIGATION AND SURVEYING;1997-06
2 LIU Yin?sheng,YANG Dong?yuan (Tongji University,Shanghai 200092,China);Research on the Forecast of Highway Settlement on Soft Ground[J];JOURNAL OF HIGHWAY AND TRANSPORTATION RESEACH ANDK DEVELOPMENT;1999-03
3 BAI Bing 1, ZHOU Jian 2, ZHANG Guang 1 (1 Institute of Rock and Soil Mechanics, Chinese Academy of Sciences, Wuhan\ 430076,China; 2 Dept.of Geatechnical Engineering, Tongji University, Shanghai 200092,China);Effect of plasticity index of saturated soft clay on its deformation parameters[J];Journal of Hydraulic Engineering;2001-11
4 Wang Tiehang; Zhao Shude(Dept. of Cons. Eng., Xi'an Univ. of Arch. & Tech., Xi'an, 710055);Analysis and amendment of layerwise summation method for calculation setting of ground[J];JOURNAL OF XI'AN UNIVERSITY OF ARCHITECTURE &TECHNOLOGY;1996-02
5 YIN Zongze,ZHANG Haibo,ZHU Jungao,LI Guowei(Hohai University, Nanjing 210098,China);Secondary consolidation of soft soils[J];Chinese Jounal of Geotechnical Engineering;2003-05
6 WANG Zhi-liang1, TU Xu-hang2, YIN Zong-ze1 (1. Research Institute of Geotechnical Engineering, Hohai University, Nanjing 210098, China 2. Xiushui County Bureau of Water Conservancy and Hydropower, Xiushui 332400, China);Discussion on modification of e-lg p method in settlement calculation of expressway[J];Rock and Soil Mechanics;2004-05
【Co-citations】
Chinese Journal Full-text Database 10 Hits
1 Zhao Jing,Li Shiliang;Analysis and Study of Roadbed Engineering Soft Base Settlement Estimation Method[J];Urban Roads Bridges & Flood Control;2007-10
2 Liu Hongjun(Department of Civil Engineering,Wuyi University,Jiangmen 529020,P.R.China);Zhang Limin(Jilin Highway Survey and Design Institute);Compression and Consolidation Behaviors of Swamp Soft Soil in Qiqihar Region[J];Journal of Northeast Forestry University;2009-02
3 XU Shan① CHEN Youliang② ZHAO Chongxing③(①Department of Civil Engineering,Shanghai University,Shanghai 200072)(②College of Urban Construction and Environmental Engineering,University of Shanghai for Science and Technology,Shanghai 200093)(③Department of Building Engineering,Tongji University,Shanghai 200092);ONE-DIMENSIONAL CONSOLIDATION TESTS OF CREEP DEFORMATION AND SECONDARY CONSOLIDATION CHARACTERISTICS OF SOFT SOILS IN SHANGHAI AREA[J];Journal of Engineering Geology;2008-04
4 ZHANG Wei-bing,TANG Lian(Institute of Civil Engineering and Water Conservancy,Ningxia University,Yingchuan 750021,China);Research on Secondary Consolidation Deformation of Compacted Loess Under High Embankment Load[J];Highway;2009-02
5 SHAO Guang-hui1,2,LIU Song-yu1 (1.Institute of Geotechnical Enginerring,Southeast University,Jiangsu Nanjing 210093,China;2.School of Civil Engineering,Nanjing Forestry University,Jiangsu Nanjing 210037,China);An ANN Model for Determining the Settlement Coefficient of Embankment on Soft Ground[J];Journal of Highway and Transportation Research and Development;2007-04
6 LI You-yun,XIE Yong-li,LIU Bao-jian(Key Laboratory for Special Area Highway Engineering of Ministry of Education,Chang'an University,Xi'an Shaanxi 710064,China);Application of Modified Secant Modulus Method in Settlement Calculation[J];Journal of Highway and Transportation Research and Development;2008-09
7 XIAO Zhi-yu,CHEN Chang-fu (Research Institute of Geotechnical Engineering,Hunan University,Changsha Hunan 410082,China);Settlement Prediction of Soft Clay Roadbed Based on Richards Model[J];Journal of Highway and Transportation Research and Development;2008-11
8 HOU Xiao-liang1,2,ZHAO Xiao-bao1,LI Xiao-zhao1(1.NJU-ECE Institute for Underground Space and Geo-environment,School of Earth Science and Engineering,Nanjing University,Nanjing 210093,China;2.Institute of Resources and Environment Engineering,Hefei University,Hefei 230009,China);Study on Secondary-consolidation Deformation Characteristics of Soft Soil at Hexi Region in Nanjing[J];Chinese Journal of Underground Space and Engineering;2009-05
9 YU Xiang-juan1,2,DONG Wei-jun1,2,YIN Zong-ze1,2(1.Key Laboratory of Ministry of Education for Geomechanics and Embankment Engineering,Hohai University,Nanjing 210098,China;2.Geotechnical Research Institute of Hohai University,Nanjing 210098,China);Relationship between loads and secondary consolidation coefficients of soft clay soils[J];Journal of Hohai University(Natural Sciences);2008-01
10 Luan Maotian~(1,2),Wu Yajun~1,Yang Qing~(1,2),Liu Xiangdong~3,Xu Jian~3,Yang Xinhui~2(1 School of Civil and Hydraulic Eng.,Dalian Univ.of Technology,Dalian 116024,China;2 State Key Laboratory of Coastal and Offshore Eng.,Dalian Univ.of Technology,Dalian 116024,China;3 Dalian Group Company of Port and Harbour,Dalian 116001,China);Study on Preloading Technique for Treatment of Hydraulic Reclamation of Dayaowan Port Area of Dalian[J];Building Structure;2006-04
【Co-references】
Chinese Journal Full-text Database 10 Hits
1 Yang Shucai Deng Xuejun (Transportation College, Southeast University, Nanjing 210096);Analysis of Principle and Calculation Method on Ground Settlement of Soft Clay Foundations[J];Journal of Southeast University;1998-03
2 GUO Jinlong (Huazhong University of Science & Technology Mechanical Institute Wuhan 430074);Application of The Oil Tank Foundation's Stress-monitoring Technology[J];Guangzhou Architecture;2003-05
3 Zhu Yuelong;Pu Boquan(Dept.of Computer Engineering,Hohai Univ.);Design and Accomplishment of the Forecasting System of Foundation Subsidence[J];JOURNAL OF HOHAI UNIVERSITY (NATURAL SCIENCES );1995-03
4 Zhu Jungao; Lu Hai hua; Yin Zongze(Dept.of Geology and Geotechnical Engineering, Hohai Univ.);Lateral Deformation of Soil in True Triaxial Test[J];JOURNAL OF HOHAI UNIVERSITY (NATURAL SCIENCES );1995-06
5 Yin Zongze(College of Civil Engineering, Hohai Univ., Nanjing 210098);Status and Prospects of Soil Mechanics Development[J];JOURNAL OF HOHAI UNIVERSITY;1999-01
6 Zhou Zhengmao et al. (Tongji University Shanghai );GROUND SETTLEMENT CALCULATING APPROACH RELATING TO STRESS PATH[J];JOURNAL OF SHANDONG INSTITUTE OF ARCHITECTURE AND ENGINEERING;1997-03
7 Luo Xiaohui (Dept.of Urban Road & Tarffic Eng.);Discussion of Clay Foundation Settlement Calculation Method[J];JOURNAL OF WUHAN URBAN CONSTRUCTION INSTITUTE;1996-03
8 Wang Tiehang; Zhao Shude(Dept. of Cons. Eng., Xi'an Univ. of Arch. & Tech., Xi'an, 710055);Analysis and amendment of layerwise summation method for calculation setting of ground[J];JOURNAL OF XI'AN UNIVERSITY OF ARCHITECTURE &TECHNOLOGY;1996-02
9 WANG Zhao-jun,CHEN Cong-chun,ZHENG Yun-hua,XIAO Xiong-jie;Estimation of pore pressure of saturated compact sand soil in non-linear state[J];Metal Mine Design & Construction;2003-03
10 Wang Tieru Chen Longzhu Li Mingkui(Zhejiang University, Hangzhou);Studies on Pore Water Pressure Properties of Normally-Consolidated Clays[J];Chinese Jounal of Geotechnical Engineering;1987-04
【Secondary Citations】
Chinese Journal Full-text Database 4 Hits
1 LIU Yin?sheng,YANG Dong?yuan (Tongji University,Shanghai 200092,China);Research on the Forecast of Highway Settlement on Soft Ground[J];JOURNAL OF HIGHWAY AND TRANSPORTATION RESEACH ANDK DEVELOPMENT;1999-03
2 Yin Zongze,et al(Hohai University,Nanjing 210098);Finite Element Analysis of Foundation Settlement of Shanghai Nanjing Expressway Embankment[J];ADVANCES IN SCIENCE AND TECHNOLOGY OF WATER RESOURCES;1998-02
3 Bai Bing (Dept. of Civil Engineering, Wuhan Transportation University , Wuhan, 430063) Liu Zude (Dept. of Hydraulic Engineering, Wuhan University of Hydraulic and Electric Engineering, Wuhan, 430072);The study on reconsolidation characteristics of saturated soft clay[J];CHINESE JOUNAL OF GEOTECHNICAL ENGINEERING;1999-02
4 Qian Yulin (Dept of Engin Man, Hydr and Construction Eng Coll, Yangzhou Univ, Yangzhou, 225009);THE FITNESS OF SETTLEMENT COMPUTING METHOD OF EMBANKMENT[J];JOURNAL OF YANGZHOU UNIVENSITY NATARAL SCIENCE EDITION;1999-01
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