Full-Text Search:
Home|Journal Papers|About CNKI|User Service|FAQ|Contact Us|中文
《Chinese Journal of Underground Space and Engineering》 2017-03
Add to Favorite Get Latest Update

Study on Loess Tunnel Surrounding Rock Classification Msethod Based on Extension Theory

Xue Xiaohui;Zhang Jun;Yao Guang;School of Highway,Chang'an University;Shanxi Transportation Research Institute,Key Laboratory of Highway Construction & Maintenance Technology in Loess Region of Ministry of Transport;  
In order to solve the shortage of theoretical basis on the loess tunnel surrounding rock classification method,on the basis of analyzing the existing loess tunnel rock mechanical properties and structural features,the paper uses extension theory to establish correlation function,and solve the integration problem of evaluation indexes.The paper makes some discovery working for loess tunnel surrounding rock classification,and it provides foundation for loess tunnel design and construction.The results show that the loess tunnel surrounding rock classification method considers the loess intensive property,deformation properties,anisotropy and structural property.According to the correlation degree,we can judge the tunnel surrounding rock level and define the rock quality degree.The rock classification results are in accordance with the field test results.The existence errors belong to the paraisopolar level,and there is no grade-skipping.As opposed to the code method,the result accuracy is higher.
【Key Words】: loess tunnel surrounding rock classification extension theory
【Fund】: 山西省交通运输厅科研项目(2013-1-3 2015-1-18);; 交通运输部应用基础研究项目(2014319771190)
【CateGory Index】: U452.12
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 8 Hits
1 Hu Shimin;Beijing Urban Engineering Design and Research Institute Co.,Ltd.;;Analysis on spatial displacement of surrounding rock based on engineering properties of loess[J];土木工程学报;2013-09
2 ZHANG Aijun1,2,BAI Mingzhou1,XU Zhaoyi1,HUO Yuhua2,BAO Hairong2,LEI Jun2,DU Yanqing1(1.School of Civil Engineering and Architecture,Beijing Jiaotong University,Beijing 100044,China; 2.The Second Construction Engineering Company,China Railway 12th Bureau Group Co.,Ltd.,Taiyuan,Shanxi 032000,China);STUDY OF STRESS AND DEFORMATION CHARACTERISTICS OF ZHANGMAO NEARLY SATURATED LOESS TUNNEL INITIAL SUPPORT OF ZHENGZHOU—XI'AN PASSENGER RAILWAY[J];岩石力学与工程学报;2011-S2
3 LIANG Qing-guo1,2,3,LI Jie3,LI De-wu1,2,ZHOU Yi-yi3(1.School of Civil Engineering,Lanzhou Jiaotong University,Lanzhou,730070,China;2.Key Laboratory of Road & Bridge and Underground Engineering of Gansu Province,Lanzhou 730000,China;3.School of Civil,Environmental and Chemical Engineering,GPO Box 2476V,Melbourne VIC 3001,Australia);Some problems on surrounding rock classification of loess tunnels[J];岩土工程学报;2011-S1
4 CHEN Jian-xun1,2,JIANG Jiu-chun3,LUO Yan-bin1,2,WANG Meng-shu1(1.School of Civil Engineering and Architecture,Beijing Jiaotong University,Beijing 100044,China;2.Key Laboratory for Bridge and Tunnel of Shaanxi Province,Chang'an University,Xi'an 710064,Shaanxi,China;3.China Railway First Survey and Design Institute Group Ltd,Xi'an 710043,Shaanxi,China);Mechanics Characteristic Analysis of Support Structure of Loess Tunnel Entrance[J];中国公路学报;2008-05
5 KANG Zhiqiang1,FENG Xiating1,ZHOU Hui2(1.School of Resources and Civil Engineering,Northeastern University,Shenyang,Liaoning 110004,China;2.Institute of Rock and Soil Mechanics,Chinese Academy of Science,Wuhan,Hubei 430071,China);APPLICATION OF EXTENICS THEORY TO EVALUATION OF UNDERGROUND CAVERN ROCK QUALITY BASED ON STRATIFICATION ANALYSIS METHOD[J];岩石力学与工程学报;2006-S2
6 MI Hai-zhen,LI Ru-meng,NIU Jun-xian(College of Civil Engineering,Lanzhou Univ.of Tech.,Lanzhou 730050,China);Experimental investigation of shear strength characteristics of intact loess in Lanzhou[J];兰州理工大学学报;2006-04
7 Zhang Xinshan,Liao Hongjian,Zhang Li(Department of Civil Engineering,Xi ′an Jiaotong University,Xi ′an 710049 China);ANALYSIS ON INFLUENCE OF TUNNEL EXCAVATION ON DEFORMATION OF SURROUDING SOIL IN LOESSIAL STRATA[J];岩石力学与工程学报;2004-S1
8 Jia Chao, Xiao Shufang, Liu Ning (Institute of Civil Engineering, Hohai University, Nanjing 210098 China) (Institute of Construction Engineering, Jilin University, Changchun 130026 China);APPLICATION OF EXTENICS THEORY TO EVALUATION OF TUNNEL ROCK QUALITY[J];岩石力学与工程学报;2003-05
Chinese Journal Full-text Database 10 Hits
1 Xue Xiaohui;Zhang Jun;Yao Guang;School of Highway,Chang'an University;Shanxi Transportation Research Institute,Key Laboratory of Highway Construction & Maintenance Technology in Loess Region of Ministry of Transport;;Study on Loess Tunnel Surrounding Rock Classification Msethod Based on Extension Theory[J];地下空间与工程学报;2017-03
2 YU Canxin;ZHANG Zhihai;WANG Xiaosong;;Practice of Surface Grouting Reinforcement for Zhashanzui Loess Tunnel[J];公路交通技术;2017-02
3 SUN Wenjun;SONG Yang;SUN Wenjie;LU Wei;Hebei University of Water Resources and Electric Engineering;College of Civil Engineering,Hebei University of Technology;Hebei Zhumei Engineering Design Co.,Ltd;;Numerical Simulation Analysis of Stability of Surrounding Loess of Heishan Tunnel During Construction[J];公路工程;2017-02
4 TIAN Wen;ZHANG Faming;LI Yukun;Engineering Geology and Disaster Research Institute,Hohai University;;Evaluation of toppling rock quality based on FAHP-extenics model[J];人民长江;2017-06
5 ZHOU Zhi-yong;HAN Zhang-cheng;School of Resources and Safety Engineering,Central South University;Collaborative Research and Development Center of Postdoctor,Hunan Chenzhou Mining Group Co.,Ltd.;;Evaluation of underground engineering surrounding rock stability based on matter-element analysis and cloud model[J];工程设计学报;2017-01
6 WANG Zengli;HE Bao;LI Qiusheng;;Stability Analysis of Slope at Tunnel Entrance in Loess Area[J];公路交通技术;2017-01
7 Li Shifeng;Yan Guobin;Wang Sen;Zhu Haicheng;China Railway Geophysical Prospecting Co.,Ltd.;Sicomines Co.,Ltd.;School of Mining,Liaoning Technical University;;Establish and Evaluation of Slope Safety Monitoring System of SICOMINES Copper-cobalt Mine[J];现代矿业;2017-02
8 LI Shaohong;WANG Shaoyang;WU Lizhou;State Key Laboratory of Geohazard Prevention and Geoenvironment Protection,Chengdu University of Technology;;Quality classification of rock mass based on MCS-TOPSIS coupling model[J];岩石力学与工程学报;2017-05
9 ZHU Yan-peng;YANG Xiao-hui;ZHOU Yong;ZHU Jun-chuan;YANG Xiao-yu;College of Civil Engineering,Lanzhou Univ.of Tech.;Western Civil Engineering Research Center of Disaster Prevention and Mitigation,The Ministry of Education,Lanzhou Univ.of Tech.;;Experiment of shear strength of compacted soil when effect of its moisture capacity and dry density being taken into account[J];兰州理工大学学报;2016-06
10 LIN Zhibin;LI Yuanhai;GAO Wenyi;YANG Fan;School of Civil Engineering,Henan Polytechnic University;State Key Laboratory for Geomechanics and Deep Underground Engineering,China University of Mining & Technology;School of Mechanics and Civil Engineering,China University of Mining & Technology;;Laws of rock deformation and cracking at longitudinal section of tunnel under tectonic stress[J];采矿与安全工程学报;2016-06
【Secondary Citations】
Chinese Journal Full-text Database 10 Hits
1 HU Shi-min 1,2,ZHANG Ding-li 1,GUO Ting2,YANG Xiu-ren2,SU Jie1(1.Research Center of Tunneling and Underground Engineering,Beijing Jiaotong University,Beijing 100044,China; 2.Beijing Urban Engineering Design and Research Institute Co.,Ltd,Beijing 100037,China);Analysis on Deformation Characteristics of Large-section Loess Tunnel[J];铁道学报;2012-08
2 Yao Yangping1 Zhang Bingyin2 Zhu Jungao3 (1.Beihang University,Beijing 100191,China;2.Tsinghua University,Beijing 100084,China; 3.Hohai University,Nanjing 210098,China);Behaviors,constitutive models and numerical simulation of soils[J];土木工程学报;2012-03
3 LIANG Qing-guo,ZHAO Lei,AN Ya-fang,ZHANG Yan-jie(School of Civil Engineering,Lanzhou Jiaotong University,Lanzhou 730070,China);Preliminary study of anisotropy of Q_4 loess in Lanzhou[J];岩土力学;2012-01
4 HU Shimin,ZHANG Dingli,WANG Mengshu(Tunnel and Underground Engineering Experimental Research Center,Beijing Jiaotong University,Beijing 100044,China);The Mechanical Response of the Surrounding Rock Caused by the Excavation of Loess Tunnel with Large Cross Section[J];中国铁道科学;2011-05
5 Zhao Xue-meng,Wang Lu (1.Xi'an Road Institute,Xi'an 710054,China;2.School of Information,South China Agricultural University,Guanzhou 510640,China; 3.Guangzhou Institute of Geochemistry,Chinese Academy of Sciences,Guanzhou 510640,China);Analysis of mechanism of loess arching[J];岩土力学;2009-S2
6 HUO Run-ke1,2,WANG Yan-bo1,SONG Zhan-ping1,2,YU Qin-yuan3 (1.College of Civil Engineering,Xi'an University of Architecture & Technology,Xi'an 710055,China,2.Key Laboratory of Structural Engineering and Earthquake Resistance of Ministry of Education,Xi'an 710055,China;3.China Railway13th Bureau Group,Changchun 130033,China);Analysis of initial support properties for loess tunnel[J];岩土力学;2009-S2
7 FANG Qianbao1,MA Jianlin2,YU Yu1,YANG Jianmin1,WANG Xindong3(1.China Railway No.2 Engineering Group Co.,Ltd.,Chengdu,Sichuan 610031,China;2.School of Civil Engineering,Southwest Jiaotong University,Chengdu,Sichuan 610031,China;3.China Railway First Survey and Design Institute Group Ltd.,Xi'an,Shaanxi 710043,China);EXPERIMENTAL RESEARCH ON ELASTIC RESISTANT COEFFICIENT,DEFORMATION AND COMPRESSIVE MODULI OF SURROUNDING ROCK IN LARGE-SECTION LOESS TUNNEL[J];岩石力学与工程学报;2009-S2
8 CHEN Jian-xun1,2,JIANG Jiu-chun2,WANG Meng-shu1 (1.School of Civil Engineering and Architecture,Beijing Jiaotong University,Beijing 100044,China;2.Key Laboratory for Bridge and Tunnel of Shaanxi Province,Chang'an University,Xi'an 710064,Shaanxi,China);Function of Rock Bolt of Lattice Girder and Shotcrete Support Structure in Loess Tunnel[J];中国公路学报;2007-03
9 ZHAO Hua-feng;Construction technology of large-section loess tunnel in railway line for passenger traffic[J];山西建筑;2007-11
10 ZHOU Shang-guo(China University of Geosciences,Wuhan 430074);MAIN GEOLOGY DISASTERS TYPE OF LOESS TUNNEL[J];地质与勘探;2007-02
©2006 Tsinghua Tongfang Knowledge Network Technology Co., Ltd.(Beijing)(TTKN) All rights reserved