Full-Text Search:
Home|Journal Papers|About CNKI|User Service|FAQ|Contact Us|中文
《Journal of Changchun Institute of Technology(Natural Sciences Edition)》 2006-01
Add to Favorite Get Latest Update

Study on shear strength test of fly-ash soil

LI Chang-yu,et al.(School of Civil Engineering,Changchun Institute of Technology,changchun 130012,China)  
By a seies of dynamic cyclic triaxial shear tests on middle-liquidity limit sility clay and fly ash soils(1:2) of roadbed fillings,the dynamical characteristics of middle-liquidity limit sility clay and fly ash soils(1:2) are analyzed and Compared.The characteristics of the two materials,the variety law between the dynamic shear strength and the number of circular load is educed.Then the relationship formula of the dynamical elastic modulus and elastic strain is set up.It is found that the fly ash soils(1:2) is better than middle-liquidity limit sility clay in the dynamic shear strength.It has superiority as roadbed fillings.
【Fund】: 吉林大学创新基金项目(2004)
【CateGory Index】: U416.1
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 5 Hits
1 CAO Xiaojuan SUN Mingzhi MENG Xianyong (Third Railway Survey and Design Institute, Tianjing 300251);STATIC STRENGTH TEST ON IMPROVED SOIL AND ITS RESULT ANALYSIS[J];Journal of Engineering Geology;2004-01
2 XU Wan jin (The First Company of Shanxi Yuanfang Road and Bridge Group, Datong 037006, China);The application of fly ash in roadbed filling[J];Shanxi Architecture;2003-11
3 Gong Quanmei (Dept. of Civil Eng.,Shanghai Tiedao univ.);Liquefying Characteristics and Anti liquefying Strength of Fly ash[J];JOURNAL OF SHANGHAI TIEDAO UNIVERSITY(NATURAL SCIENCE EDITION);1997-01
4 LIAO Hong-jian1 , SONG Li1 , YANG Zheng1 , Akira Tonosaki2 , Masaru Akaishi3 (1. Xi'an Jiaotong University Xi'an 710049 China) (2. Kanazawa Institute of Technology Japan ; 3. Tokai University Japan);Experiment study on shear strength and yield criterion of cohesive soils under repeated loads[J];Rock and Soil Mechanics;2001-01
5 HUANG Zong yuan 1, CHEN Chang shou 1, ZHANG Min 1, ZHANG You ping 2 (1.Hubei Road and Bridge Corporation, Wuhan 430052, China; 2.Anhui Bureau of Highway Administration, Hefei 000000, China);Application of Fly Ash to Construction of Highway Roadbed[J];Central South Highway Engineering;2003-01
Chinese Journal Full-text Database 10 Hits
1 JIANG Wen-li~(1,2),LIN Chun-wei~3,HUANG Zhong-wen~4,LIN Chun-jiao~5(1.Chongqing Jiaotong University,Chongqing 400074,China;2.GuiLiu Expressway Administration of Guangxi Province,Guangxi Liuzhou 545005,China;3.Guangxi Construction testing centre,Guangxi Nanning 530011,China;4.Chang'an University,Shanxi Xi'an 710064,China;5.Guangxi University,Guangxi Nanning 530004,China);A study on the mechanism of subsidence of embankment influenced by moisture content[J];Journal of Chongqing Jiaotong University;2006-03
2 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
3 HU Qing-xing~(1), LIU Xue-zhu~(1), CONG Wei-min~(2), CHEN Guo-xing~(1)(1.Institute of Geotechnical Engineering, Nanjing University of Technology, Nanjing 210009,China;2.Huaian Seismic Office, Huaian 223001,China);Experimental study on dynamic property of typical soils for Huaian City[J];Earthquake Engineering and Engineering Vibration;2003-06
4 WANG Lixia1,2,3,4,HU Qingli2,LING Xianzhang2,CAI Desuo1,4,XU Xueyan2(1.Guangxi Electric Power Industry Investigation Design and Research Institute, Nanning 530023,China;2.School of Civil Engineering,Harbin Institute of Technology,Harbin 150090,China;3.Jilin Architectural and Civil Engineering Institute,Changchun 130021,China;4.School of Civil Engineering Wuhan University,Wuhan 430072,China);Experimental study on dynamic shear modulus of remolded frozen silty clay for Qinghai-Xizang Railway[J];Journal of Earthquake Engineering and Engineering Vibration;2007-02
5 PENG She Qin 1,ZHAO Qi Hua 1,2 ,HUANG Run Qiu 1 (1.The Institute of Engineering Geology, Chengdu University of Technology, Chengdu 610059,China; 2.The Institute of Geotechnical, Tongji University, Shanghai 200092,China);THE DYNAMIC TRIAXIAL TEST STUDY OF CHENGDU-CLAY[J];Journal of Geological Hazards and Environment Preservation;2002-01
6 WANG Gang,LI Zi-hao,ZHANG Jian-min(Institute of Geotechnical Engineering,Tsinghua University,Beijing 100084,China);Cyclic Triaxial Test Study of Huanghua Harbor'Silt Under Ocean Wave Loading[J];Port Engineering Technology;2006-01
7 HE Jianqing ZENG Juan(School of Civil Engineering, Hunan University of Science and Technology, Xiangtan 411201);DYNAMIC PROPERTIES OF CEMENT TREATED SOFT SOIL FROM TRIAXIAL TEST WITH CYCLIC LOADING[J];Journal of Engineering Geology;2007-05
8 XU Chun-hua, XU Xue-yan, QIU Ming-guo, LI Xiao-zhi, CHANG Xiao-xiao ( School of Civil Engineering, Harbin Institute of Technology, Harbin 150090, China;State Key Laboratory of Frozen Soil Engineering, CAREERI, CAS, Lanzhou 730000, China);Experimental study on dynamic damping ratio of frozen soil under cyclic loading[J];Journal of Harbin University of Civil Engineering and Architecture;2002-06
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 ZHANG Ru~1, LI Hong~1, FEI Wen-ping~1, CHEN Jin~2(1. College of Water Resources and Hydropower, Sichuan University, Chengdu 610065, China; 2. College of Sanitation Cadre of Sichuan Province, Chengdu 610065, China);Advances in soil dynamic indoor test[J];Advances In Science and Technology of Water Resources;2005-02
【Secondary Citations】
Chinese Journal Full-text Database 1 Hits
©2006 Tsinghua Tongfang Knowledge Network Technology Co., Ltd.(Beijing)(TTKN) All rights reserved