Full-Text Search:
Home|Journal Papers|About CNKI|User Service|FAQ|Contact Us|中文
《地下空间与工程学报》 2005-03
Add to Favorite Get Latest Update

Research of Intact Loess through Continuous Loading k_0 Consolidation Tests

QI Ming-shan1 , FENG Cui-xia2 , XIE Yong-li , LIU Bao-jian3(1.Department of Geotechnical Engineering, Tongji University, Shanghai 200092;2.Shanghai Shenyuan Geotechnical Engineering Company Limited, Shanghai 200011;3.College of Highway, Chang'an University, Xi'an 710064)  
A series of k_0 consolidation tests under constant rate of loading were carried out on the loess (Q_3), which comes from Longxi area in Gansu province. Based on the analysis of the experimental data, the deforming process of the intact loess is divided into three stages because of its special structure. In the first stage, its original structure is intact on the whole. In the second one, its original structure is destroyed. In the third one, its new structure is formed. The deformation produced in the first stage is minute and can be ignored. In the following stages, the relationship between axial strain and the logarithm of the axial stress is approximately linear, which can be used to calculate the deformation in the process of continuous loading. When stress is unchanged, the relationship between axial strain and time is almost hyperbolic, which can be used to calculate the deformation in the process of the stabilization of loading.
【CateGory Index】: TU444
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 4 Hits
1 DAI Ji1,WANG Tie-hong2,GAO Guang-yun3,LIU Xiao-min3,ZHANG Ji-chao4(1.Shenzhen Metro Group Co.Ltd,Shenzhen 518026,China;2.Ministry of Construction P.R.China,Beijing 100835,China;3.Key Laboratory of Geotechnical and Underground Engineering of Ministry of Education,Tongji University,Shanghai 200092,China;4.Shenzhen Investigation & Research Institute,Shenzhen 518100,China;5.School of Civil Engineering,Guangzhou University,Guangzhou 510006,China);Analysis for Structural Character of Gravelly Granitic Residual Soil by Compression Test[J];Chinese Journal of Underground Space and Engineering;2009-04
2 GUO Cong-lin;Shanxi Road & Bridge Construction Group Co.,Ltd;;The Study on K_0 Consolidation Characteristics of Remolded Saturated Loess[J];Shanxi Science & Technology of Communications;2013-06
3 YUE Xia-bing,ZHAO Li-ya,XIE Yong-li,LIU Bao-jian(School of Highway,Chang'an University,Xi'an 710064,China);Strain-loading rates-time Model of Remolded Saturated Loess[J];Journal of Wuhan University of Technology;2012-06
4 CHENG Haitao,LIU Baojian,XIE Yongli(College of Highway,Chang′an University,Xi′an,Shaanxi 710064,China);K_0 CONSOLIDATION CHARACTERISTICS OF COMPACTED LOESS UNDER CONTINUOUS LOADING[J];Chinese Journal of Rock Mechanics and Engineering;2007-S1
【Citations】
Chinese Journal Full-text Database 3 Hits
1 DANG Jin\|qian\+1, LI Jing\+1 (1 Northwest Science and Technology University of Agriculture and Forestry, Yangling\ 712100, China);The structural strength and shear strength of unsaturated loess[J];Journal of Hydraulic Engineering;2001-07
2 Hu Zaiqiang 1, Shen Zhujiang 2, Xie Dingyi 1 ( 1 Xi′an University of Technology, Xi′an 710048 China) ( 2 Nanjing Hydraulic Research Institute, Nanjing 210029 China);RESEARCH ON STRUCTURAL BEHAVIOR OF UNSATURATED LOESS[J];Chinese Journal of Rock Mechanics and Engineering;2000-06
3 Liu Baojian Zhang Junli[College of Highway Engineering, Xi'an Highway University, 710064];Application and Analysing Method for Soil Compression Test[J];CHINA JOURNAL OF HIGHWAY AND TRANSPORT;1999-01
【Co-citations】
Chinese Journal Full-text Database 10 Hits
1 ZHOU Yi-tang~1,ZHONG Guo-qiang~2,YU Jin~1,ZHAO Hui-min~1,GE Xiao-xu~1 (1.College of Civil Engineering, Kunming University of Science and Technology,Kunming650032,China; 2.Shenzhen City Road and Bridge Administrative Office,Shenzhen518000,China);Experimental research for the geogrids on shaking table[J];Building Science Research of Sichuan;2004-02
2 MA Ming-jiang(Pingdingshan Institute of Technology,Pingdingshan467001,China);Research on the characteristic of earth on the side slope pumping station[J];Building Science Research of Sichuan;2005-03
3 LI Hui1,ZENG Yuejin2,ZENG Mingshun2,JIANG Jianhua1,YANG Caihong1,PEI Hanrui1(1.Sichuan College of Architectural Technology,Deyang 618000,China;2.Sichuan Hongdu Rock-Soil Engineering Limited Company,Deyang 618000,China);The experimental study of earth elastic-plastic and the previous consolidation pressure[J];Sichuan Building Science;2008-03
4 WU Bo1,WANG Dong-lin2,CHENG Hua2(1.China Railway No.4 Engineering Group,Hefei 230023,China;2.Anhui University of Architecture,Hefei 230022,China);Tests on rheological behavior of soft soil[J];Journal of Anhui Institute of Architecture & Industry(Natural Science);2008-05
5 LI De-zhang(Hefei Administrative Bureau of Key Engineering Project,Hefei 230001,China);Study on Construction Technique Scheme of Shallow Embedded Tunnel under Complex Environment[J];Journal of Anhui Institute of Architecture & Industry(Natural Science);2009-02
6 Tao Taijiang;Wang Zhijian;EXPERIMENTAL STUDY ON DEFORMATION PROPERTIES AND NON-LINEAR ELASTIAITY K-G MODEL OF CLAY[J];JOURNAL OF ANHUI INSTITUTE OF ARCHITECTURE;1996-01
7 HAO Fu-sheng(School of Physics and Information Technology,Ningxia Teacher's College,Guyuan,Ningxia 756000);Survey about Coriolis Force Influence on Yellow River Bank and the Present Control Measures[J];Journal of Anhui Agricultural Sciences;2011-16
8 ZHANG Yu-jun(Wuhan Research Institute of Rock Mechanics, China Academy, Wuhan 430071, China);Development of 2D Finite Element Program for Coupled Thermo-hydro-mechanical Elasto-plastic Problem[J];;2005-01
9 YANG Fei~1 YANG Yu-liang~2 (1.School of transportation,Tongii University,Shanghai 200092; 2.Shanghai Airport Construction Headquarters,Shanghai 201202);The Effect Analysis of Traffic Loads on Post Construction Settlement of Subgrade[J];Chinese Journal of Underground Space and Engineering;2007-S1
10 DANG Jin-qian1,JIANG Cang-lan2,JI Zhong-liang2 (1.College of Water Resources and Architectural Engineering,Northwest A&F University,Yangling,Shaanxi 712100,China; 2.Blue Sky University of Jiangxi,Nanchang 330098,China);Effects of Shear Rate on Mechanical Behavior of Structured Loess[J];Chinese Journal of Underground Space and Engineering;2009-03
China Proceedings of conference Full-text Database 10 Hits
1 SHI Yong-yue~1,LI Xin-sheng~2,SHANG Yan-jun~1 (1.Institute of Geology and Geophysics,Chinese Academy of Sciences,Beijing 100029,China;2.College of Geological Engineering and Geomatics,Changan University, Xi'an Shanxi 710054,China);The Effect on Collapsible Loess by the Area of Sample and Anisotropy[A];[C];2008
2 PANG Xuqing NI Wankui (School of Geology Engineering and Surveying Engineering,Chang' an University,Xi'an 710054);CHARACTERISTIC RESEARCH AND GRADE EVALUTION OF LOESS' COLLAPSIBILITY[A];[C];2006
3 HUANG Min LIU Xiaoli LI Bai (①Key Laboratory of Marine Environmental Science and Ecology,Ministry of Education,Ocean University of China,Qingdao 266100) (②College of Environmental Science and Engineering,Ocean University of China,Qingdao 266100);RELATIONSHIP BETWEEN RECOVERED SHEAR STRENGTH AND RESIDUAL SHEAR STRENGTH OF SLIP SOILS[A];[C];2011
4 WANG Lichao;HU Ruilin Institute of Geology and Geophysics, Chinese Academy of Sciences, Beijing 100029;STUDY ON THE INFLUENCE OF WATER CONTENT OF UNSATURATED SOIL ON THE EFFICIENCY OF DYNAMIC COMPACTION[A];[C];2004
5 LI Xiao-hui~1 DU Yan-xia~2 LI Guang~1 (College of geological enginereing and surveying engineering Chang'an universtiy,Xi'an,Shan'xi 710054 China);THE DYNAMIC CHARACTERISTIC OF LOESS IN GVANDONG AREA[A];[C];2005
6 ZHAO Hong-fen HE Chang-rong WANG Chen CHEN Ji-ping Zhang Xi-dao (School of Water Resources and Hydropower, Sichuan University, Chengdu 610065, China);Research on tangent modulus of gravel core materials under high pressure[A];[C];2008
7 Wang Jingtao (School of Civil & Architectural Engineering,Huazong University of Sci & Tech.,Wuhan 430074 China);INVERSE PROBLEM THEORY IN MODELING CONSTITUTIVE RELATION OF ROCK AND SOIL AND NEURAL NETWORK[A];[C];2000
8 He Lihong;The Present status of Research on Particular Soil Structural Characteristics[A];[C];2003
9 Wang Changke;Calculation and Back Analysis for Correction Coefficient of Ground Bearing Capacity[A];[C];2003
10 ZHANG Hu-yuan~1,LV Qing-feng~1,WANG Bao~1,JIAN Wen-xing~2 (1.Collage of Civil Engineering & Mechanics,Lanzhou University;Key Lab of Mechanics on Western Disaster & Environment, MOE,Lanzhou 730000,China;2.Collage of Resource & Environmental Science,Lanzhou University,Lanzhou 730000,China; 3.Faculty of Engineering,China University of Geosciences,Wuhan 430070,China);PERMEABILITY OF CLAY-BENTINITE MIXTURE AS BUFFER MATERIAL[A];[C];2006
【Co-references】
Chinese Journal Full-text Database 10 Hits
1 ZHANG Zi xin;Damage Mechanics Analysis and Experimental Study on Shield Tunneling[J];Underground Space;2004-03
2 L.R.Kong1,2,H.W.HUANG1,D.M.ZHANG1,P.-Y.Hicher2(1.Geotechnical Department of Tongji University,Shanghai 200092;2 Research Institute in Civil and Mechanical Engineering,Ecole Centrale de Nantes,France);Experiment Study on Relationship Between Pore Distribution and Different Stress Levels due to Consolidation of Soft Clays[J];Chinese Journal of Underground Space and Engineering;2007-06
3 YIN Ji(Shanghai Geotechnical Investigations & Design Institute Co,Ltd.(SGIDI),Shanghai 200092,China);Analysis on Co-action of Upper Structure and Long-Short Pile Foundation of a Building[J];Chinese Journal of Underground Space and Engineering;2009-S2
4 Wang Jiacheng, Cheng Guodong, Zhang Hongding Liu Jimin (Lanzhou Institute of Glaciology and Geocryology, Academia Sinica);Experimental Study on Conditions for Ice Formation of Saturated Sand in Freezing and Thawing Cycles[J];Journal of Glaciology and Geocryology;1992-02
5 Wu Ziwang, Pu Yibin, Ma Wei and Chang Xiaoxiao(State Key Laboratory of Frozen Soil Engineering, LIGG, CAS, 730000);CT Analysis on Volume Change of Frozen Soil in Creep Process[J];Journal of Glaciology and Geocryology;1995-S1
6 Zhang Changqing, Miao Tiande, Wang Jiacheng, Miao Lina and Li Yafeng( State Key Laboratory of Frozen Soil Engineering, LIGG, CAS, 730000; Department of Mechanics, Lanzhou University, 730000);An Analysis on Creep Damage of Frozen Loess by Electronmicroscope[J];Journal of Glaciology and Geocryology;1995-S1
7 Zhang Changqing, Wei Xuexia and Miao Tiande( State Key Laboratory of Frozen Soil Engineering, LIGG, CAS, 730000; Department of Mechanics, Lanzhou University, 730000);Microstructure Damage Behaviour and Change Characteristic in the Frozen Soil Creep Process[J];Journal of Glaciology and Geocryology;1995-S1
8 LING Feng; WU Ziwang(State Key Laboratory of Frozen Soil Engineering, LIGG, CAS, Lanzhou 730000);Numerical Simulation of the Infulance of Seepage on Temperature Field of Roadbed in Permafrost Regions[J];JOURNAL OF GLACIOLGY AND GEOCRYOLOGY;1999-02
9 HE Ping, CHENG Guo-dong, YU Qi-hao, ZHU Yuan-lin, XU Xiao-zu (State Key Laboratory of Frozen Soil Engineering, CAREERI, CAS, Lanzhou Gansu 730000, China);A Couple Model of Heat, Water and Stress Fields of Saturated Soil During Freezing[J];JOURNAL OF GLACIOLGY AND GEOCRYOLOGY;2000-02
10 LAI Yuan-ming, WU Zi-wang, ZHU Yuan-lin, LIAO Quan-rong (State Key Laboratory Of Frozen Soil Engineering, CAREERI, CAS, Lanzhou Gansu 730000. China).;CT Analysis of Frost Damage of the Surrounding Rocks of a Tunnel in the Daban Mountain[J];JOURNAL OF GLACIOLGY AND GEOCRYOLOGY;2000-03
【Secondary References】
Chinese Journal Full-text Database 9 Hits
1 Zhang Xiangdong Liu Jiashun Zhang Zhecheng(Institute of Civil Engineering and Transportation,Liaoning Technical University,Fuxin 123000,China);EXPERIMENTAL STUDY ON STRUCTURAL PARAMETERS OF FUXIN AEOLIAN SOIL UNDER DYNAMIC LOADS[J];Industrial Construction;2013-08
2 ZHU Zu-wen,JIANG Yun-yun,HE Yi-jian(Zhejiang University,Hangzhou 310027,China);CFD Simulation on the Performance of a Double U-tube Ground Source Heat Exchanger in Tianjin[J];Fluid Machinery;2013-06
3 Wang Zhibing,Wang Ren,Zheng Yun,Lü Shizhan(State Key Laboratory of Geomechanics and Geotechnical Engineering,Institute of Rock and Soil Mechanics,Chinese Academy of Sciences,430071,Wuhan,China);Microstructure and structural character of soil aggregates in triggering area of Jiangjiagou torrent stream,Yunnan Province[J];Science of Soil and Water Conservation;2010-06
4 GUO Cong-lin;Shanxi Road & Bridge Construction Group Co.,Ltd;;The Study on K_0 Consolidation Characteristics of Remolded Saturated Loess[J];Shanxi Science & Technology of Communications;2013-06
5 YUE Xia-bing,ZHAO Li-ya,XIE Yong-li,LIU Bao-jian(School of Highway,Chang'an University,Xi'an 710064,China);Strain-loading rates-time Model of Remolded Saturated Loess[J];Journal of Wuhan University of Technology;2012-06
6 CHU Fu-yong1,2,ZHU Jun-gao1,WANG Ping3,DU Qing4,WEN Yan-feng5(1.Key Laboratory of Ministry of Education for Geomechanics and Embankment Engineering,Hohai University,Nanjing 210098,China;2.School of Civil Engineering,Lishui University,Lishui,Zhejiang 323000,China;3.Hydro-China Chengdu Design and Research Institute,Chengdu 610072,China;4.Jiangsu Provincial Communications Planning and Design Institute,Nanjing 210098,China;5.Department of Geotechnical Engineering,China Institute of Water Resources and Hydropower Research,Beijing 100038,China);Study of deformation and strength characteristics of coarse grained soil under K_0-consolidation condition[J];Rock and Soil Mechanics;2012-06
7 TANG Lian-sheng;SANG Hai-tao;SONG Jing;LIU Feng-tao;YAN Bo;ZHANG Peng-cheng;Department of Earth Sciences,Sun Yat-Sen University;Guangdong Provincial Key Laboratory of Geological Processes and Mineral Resources;School of Engineering,Sun Yat-Sen University;Architecture Science Academy of Guangdong Province;Guangzhou Urban Planning Survey and Design Institute;;Research on soil particle joint function and brittle-elastoplastic cement damage model of unsaturated granite residual soil[J];Rock and Soil Mechanics;2013-10
8 HUANG Bo;HU Junqing;LIAO Xianbin;HUANG Xiong;Institute of Geotechnical Engineering,Zhejiang University;Key Laboratory of Soft Soils and Geoenvironmental Engineering of Ministry of Education,Zhejiang University;CCCC FHDI Engineering Co.,Ltd.;;EXPERIMENTAL STUDIES OF STATIC EARTH PRESSURE COEFFICIENT OF UNDISTURBED SATURATED CLAY[J];Chinese Journal of Rock Mechanics and Engineering;2013-S2
9 CHEN Wei-zhi;JIANG Guan-lu;WANG Zhi-meng;LI An-hong;School of Civil EngineeringSouthwest Jiaotong University;Key Laboratory of High-speed Railway EngineeringMinistry of EducationSouthwest Jiaotong University;China Railway Eryuan Engineering Group Co.Ltd.;;Study of consolidation deformation of intact expansive soil under stage continuous loading conditions[J];Rock and Soil Mechanics;2014-03
【Secondary Citations】
Chinese Journal Full-text Database 6 Hits
1 Jiang Mingjing Shen Zhujiang Zhao Kuizhi (Nanjing Hydraulic Research Institute) T.Hongo Tosifumi Akai Chen Guohua (Osaka Geo research Institute,Japan);Laboratory determination of collapsibility index of structural loess[J];JOURNAL OF NANJING HYDRAULIC RESEARCH INSTITUTE;1999-01
2 Xing Yichuan; Wu Peian; Luo Yasheng (Northwest Hydrotechnical Research Institute Ministry of Water Resources);Triaxial test on undisturbed unsaturated loess[J];JOURNAL OF HYDRAULIC ENGINEERING;1996-01
3 Zhang Wei;Zhang Sumin;THE CHARACTERISTICS OF STRUCTURAL STRENGTH OF NON—SATURATED LOESS[J];Hydrogeology and Engineering Geology;1990-04
4 Lu Zhaojun (China Academy of Railway Sciences);PROBLEMS ON THE RESEARCH OF SHEAR STRENGTH OF CLAYEY SOILS[J];;1999-04
5 Dang Jinqian 1 Li Jing 1 Wang Li 2 (1 The College of Water Conservancy and Architectural Engineering, Northwestern Agricultural University, Yangling, Shaanxi 712100) (2 Northwestern Institute of Electric Power Designing, Xi'an,Shaanxi 710032 );Feature Curve of Moisture Content in Unsaturated Loess[J];ACTA UNIVERSITATIS AGRICULTURAE BOREALI-OCCIDENTALIS;1997-03
6 Dang Jinqian\ Hao Yueqing;EFFECT OF WATER CONTENT ON THESTRUCTURE STRENGTH OF LOESS[J];WATER RESOURCES & WATER ENGINEERING;1998-02
©2006 Tsinghua Tongfang Knowledge Network Technology Co., Ltd.(Beijing)(TTKN) All rights reserved