Full-Text Search:
Home|Journal Papers|About CNKI|User Service|FAQ|Contact Us|中文
《Shanxi Architecture》 2010-05
Add to Favorite Get Latest Update

The experimental study on the rockfill material wet-deformation characteristics

YU Hao  
Aiming at the rockfill material wet-deformation characteristics research was an important problem of rockfill stress-strain analysis,based on triaxial test,the rockfill wet-deformation and stress-strain relationship of an engineering was discussed and analyzed preliminary,the rockfill material wet deformation rule was obtained.
【CateGory Index】: TV41
Download(CAJ format) Download(PDF format)
CAJViewer7.0 supports all the CNKI file formats; AdobeReader only supports the PDF format.
Chinese Journal Full-text Database 1 Hits
1 LI Guang-xin(Department of Hydraulic Engineering,Tsinghua University,Beijing 100084,China);Characteristics and development of Tsinghua Elasto-plastic Model for soil[J];Chinese Journal of Geotechnical Engineering;2006-01
Chinese Journal Full-text Database 10 Hits
1 Ding Xiping a,Feng Shuyu a,Wei Banyun b ( a .China Academy of Railway Science, Beijing, 100081) ( b .China University of Geosciences, Wuhan, 430074);PREDICTION OF ROCK FRAGMENT DISTRIBUTION FOR CHAMBER BLASTING[J];EXPLOSION AND SHOCK WAVES;1997-04
2 Lu Shuyuan (Wuhan University of Hydraulic and Electric Engineering, Wuhan 430072) Tang Xinjun (Xingjian Agricultural University, Wulumuqi 830052);Brief Introductionto ANew Type of Dam Called Face Plate Cementing Rockfill Dam[J];JOURNAL OF YANGTZE RIVER SCIENTIFIC RESEARCH INSTITUTE;1998-02
3 by Dai Miaolin,Zhu Yueming,et al//Hohai University;Analysis on prototype observation data of lower pool CFRD at Xikou Pumped Storage Station[J];Large Dam and Safety;2002-04
4 Dai Maoling. Wu Hongmin. Liu Zonghan, Shen Hongjun (1. Hohai University. Nanjing 210098) (2. Wananxi Hydroelectric Power Plant. Longyan 364000);CHARACTERISTICS OF CRACKS IN UPPER FACE PLATE OF WANANXI CFRD AND GENETIC ANALYSIS[J];Dam Observation and Geotechnical Tests;2001-06
5 Dai Miaolin 1, Zhu Yueming 1, Zhang Deling 2, Wang Wei 2, Cao Jin 2 (1.Hohai University, Nanjing 210098, China) (2.Xikou Pumped Storage Power Station, Ningbo 315502, China);ANALYSIS ON PROTOTYPE OBSERVATION DATA OF UPPER POOL CFRD AT XIKOU PUMPED STORAGE POWER STATION[J];Dam Observation and Geotechnical Tests;2002-05
6 YUE Cuixia1,DAI Miaolin2(1.Water Conservancy Bureau of Weihai,Weihai 264200,China;2.Hohai University,Nanjing 210098,China);Analysis of Affecting Factors and Regularity of Seepage Quantity of Concrete Face Rockfill Dams[J];Hydropower Automation and Dam Monitoring;2008-03
7 ZHENG Zhong-shou, LI Jun-jie;Void analysis of concrete faced rock fill dam based on FEM simulation[J];Water Resource & Hydropower of Northeast China;2005-08
8 HUANG Jing-zhong,WANG Jian-you,HU Liang-ming;Three-dimensional non-linear finite element method of rockfill dam with face slab[J];Water Resources & Hydropower of Northeast China;2006-11
9 LUAN Mao-tian 1,2 , XIN Jun-xia 1,2 , ZHAO Shang-chuan 1,2 ( 1.Dept. of Civil Eng., Dalian Univ. of Technol., Dalian 116024 , China; 2.State Key Lab. of Coastal and Offshore Eng., Dalian Univ. of Technol., Dalian 116024, China );Reliability analysis of concrete-faced rockfill dam′s slope stability and its application[J];Journal of Dalian University of Technology;2002-04
10 ZHU Wen hua,ZHU Rui geng,XIA Yuan you (Wuhan University of Technology,Wuhan 430070,China);RESEARCH ON OPTIMIZATION OF BLASTING PARAMETERS FOR MINING OF DAM ROCK-FILL MATERIAL BY NEURAL NETWORK METHOD[J];Engineering Blasting;2001-01
China Proceedings of conference Full-text Database 4 Hits
1 ZHOU Wei~1 HU Ying~2 YANG Qi-gui~3 XIONG Ze-bin~3 (1.Wuhan University,Wuhan 430072 China; 2.Hubei Qingjiang Shuibuya Hydroproject Construction Company,Yichang 443002 China; 3.Changjiang Institute of Surrey Planning Design and Research,Wuhan 430010 China);Study on creep mechanism and long-term deformation prediction for high concrete face rockfill dam[A];[C];2007
2 DENG An~1 XIAO Yang~2 1.Geotechnical Research Institute,Hohai Univ,Nanjing Jiangshu 210098,China; 2.Key Laboratory of Ministry of Education for Geomechanics and Embankment Engineering,Hohai Univ,Nanjing Jiangshu 210098,China;A Proportion-Based Constitutive Model for Sand-EPS Beads Lightweight Fills[A];[C];2008
3 YAO Yang-ping,HOU Wei,LUO Ting,WANG Nai-dong,KONG Yu-xia (Department of Civil Engineering,Beihang University,Beijing 100191,China);Unified Hardening Model[A];[C];2008
4 LI Guang-xin,SiI Wei,ZHANG Qig-uang (Department of Hydraulic Engineering,Tsinghua University,Beijing,100084,China);Tsinghua elastoplastic model for unsaturated soils[A];[C];2008
【Secondary Citations】
Chinese Journal Full-text Database 9 Hits
1 GUO Ruiping, LI Guangxin (Department of Hydraulic and Hydropower Engineering Tsinghua University, Beijing 100084, China);Elasto-plastic model of soil with a function of plastic work as the hardening function[J];JOURNAL OF TSINGHUA UNIVERSITY(SCIENCE AND TECHNOLOGY);2000-05
2 GUO Ruiping, LI Guangxin, Saiichi Sakajo  (Department of Hydraulic and Hydropower Engineering, Tsinghua University, Beijing 100084, China; Kiso Jiban Consultants Co. Ltd, Japan);Constitutive model for soil with strain softening behavior and its application in boundary value problems[J];JOURNAL OF TSINGHUA UNIVERSITY(SCIENCE AND TECHNOLOGY);2000-08
3 Chen Zhenghan Zhou Haiqing D G Fredlund (Logistical Engineering University, Chongqing, 400041) (University of Saskatchewan, Saskatoon, S7N5A9);Nonlinear model for unsaturated soils and its application[J];CHINESE JOUNAL OF GEOTECHNICAL ENGINEERING;1999-05
4 Zhang Jianmin (Department of Hydraulic Engineering, Tsinghua University, Beijing,100084);Reversible and irreversible dilatancy of sand[J];CHINESE JOUNAL OF GEOTECHNICAL ENGINEERING;2000-01
5 Li Guangxin Guo Ruiping (Department of Hydraulic Engineering, Tsinghua University, Beijing, 100084);Volume-contraction in unloading of shear tests and reversible dilatation of soils[J];CHINESE JOUNAL OF GEOTECHNICAL ENGINEERING;2000-02
6 LI Guang xin 1,HUANG Yong nan 2,ZHANG Qi guang 1 (1.Department of Hydraulic Engineering, Tsinghua University,Beijing 100084,China;2.Engineering Department, Kiso-Jiban Consultants Co. Ltd. Tokyo 102,Japan);The principal stress of soil in the direction of plane strain[J];Chinese Jounal of Geotechnical Engineering;2001-03
7 LI Guang xin,WU Shi feng (Department of Hydraulic Engineering, Tsinghua University, Beijing 100084,China);Experimental research on volume-contraction of soil under unloading and examination of its mechanism[J];Chinese Jounal of Geotechnical Engineering;2002-01
8 Shen Zhu-jiang(Naming Hydraulic Research institute);Generalized Suction and Unified Deformation Theory for Unsaturated Soils[J];CHINESE JOUNAL OF GEOTECHNICAL ENGINEERING;1996-02
9 FANG Xiang-wei,CHEN Zheng-han,SHEN Chun-ni,SUN Shu-guo (Department of Civil Engineering, Logistical Engineering University, Chongqing 400041,China);A study on effect of shear on soil-water characteristic curve of an unsaturated soil[J];Rock and Soil Mechanics;2004-09
©2006 Tsinghua Tongfang Knowledge Network Technology Co., Ltd.(Beijing)(TTKN) All rights reserved