China Civil Engineering Journal 2015 Issue S1 Experimental study on shear deformation of variable depth RC beams with web diagonal cracks

Experimental study on shear deformation of variable depth RC beams with web diagonal cracks
Zheng Kaiqi;Liu Zhao;Shi Guogang;Zhang Yufeng;Meng Shaoping;Southeast University;Project Quality Supervision Bureau;Department of Transport of Jiangsu Province;Jiangsu Transportation Research Institute;

..............page:1-7

tu mu gong cheng xue bao zheng gao jian ze

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Experimental studies on crescent arch- continuous beam composite bridge structures
Zhao Qiu;Chen Baochun;Guo Zhiyong;Chen Meizhong;Fuzhou University;

..............page:8-14

A calculation method for cracking moment of prestressed reactiv e powder concrete box girder
Huang Qingwei;Hu Shuguang;Du Renyuan;Chen Baochun;Ding Qingjun;Wuhan University of Technology;Fuzhou University;East China Jiaotong University;

..............page:15-21

Experimental studies on the ultimate flexural capacity for prestressed concrete hollow beams with longitudinal cracks in webs
Yuan Aimin;Sha Yangfeng;He Yu;Zhu Xiao Wen;Hohai University;Corporation of Jiangsu Transportation Science Institute;

..............page:22-28

A calculation method for bearing capacity of ultra high toughness cementitious composite reinforced beam-column joints
Su Jun;Li Wei;Zuo Guowang;Hubei University of Technology;

..............page:29-35

Seismic response analysis of pier with pile foundation considering dual nonlinearity of contact and material
Zhang Yongliang;Zhao Jidong;Chen Xingchong;Ning Guixia;Key Laboratory of Road and Bridge and Underground Engineering of Gansu Province;Lanzhou Jiaotong University;Lanzhou Jiaotong University;

..............page:36-41

Study on the temperature field of prestressed concrete beam-plate in underbridge fire hazard and the prestress loss of tendon
Ding Yong;Zhang Wei;Xiao Han;Shi Xinlei;Ningbo University;Key Laboratory of Bridge Earthquake Resistance Technology;Ministry of Communications;

..............page:42-47

Experimental study on axially compressed circular concrete-filled steel tubular stub columns under long-term coupling effects of loading and chloride corrosion
Wang Qingli;Feng Liming;Qu Shaoe;Shenyang Jianzhu University;

..............page:48-52

Studies on near-ground wind characteristics and wind pressures on a low-rise building roof under typhoon “Neoguri”
Huang Peng;Xia Bowen;Gu Ming;State Key Laboratory of Disaster Reduction in Civil Engineering;Tongji University;

..............page:53-57

Holistic design and control of fatigue experiments for long-span steel bridges
Ye Huawen;Shi Zhanchong;Xiao Lin;Qiang Shizhong;Southwest Jiaotong University;

..............page:58-66

Experimental study on electromechanical performance of RC beams strengthened by intelligent TRC sheet
Yin Hongyu;Ji Chenbin;Xun Yong;Sun Suai;Yancheng institute of technology;Nanjing tech university;

..............page:67-73

Experimental study on circumferential folded single-layer reticulated spherical suspended-dome model
Zheng Xiaoqing;Dong Shilin;Liang Haoqing;Bai Guangbo;Architectural Design and Research Institute of Zhejiang University Co.;Ltd.;Space Structures Research Center;Zhejiang University;

..............page:74-81

Response spectrum method for calculation of across-wind induced response of super high-rise buildings
Yan Yalin;Tang Yi;Jin Xinyang;China Academy of Building Research;

..............page:82-87

Reliability-based calibration of material partial factor of prestressed reactive powder concrete members
Zhang Mingbo;Zeng Bin;Central Research Institute of Building and Construction;MCC Group;

..............page:88-97

An optimal design for steel frame structural systems of semi-rigid connections
He JiaNian;Wang Zhan;Guangdong University of Technology;State Key Laboratory of Subtropical Building Science;South China University of Technology;

..............page:98-103

Safety analysis of the bridge deck of simply-supported box-girder bridge with overlying paving structure
Tang Yi;Xie Qiang;He Xiaobo;Liang Li;Zhou Zhimin;Chongqing University;Key Laboratory of New Technology for Construction of Cities in Mountain Area;Chongqing Vocational College of Architectural Engineering;T.Y.Lin International;

..............page:104-108

Numerical simulation on the isolation effect of geocell reinforced rubber-sand mixture cushion earthquake base isolator
Liu Fangcheng;Ren Dongbin;Liu Na;Zhao Chengqi;Hunan Universty of Technoloy;

..............page:109-118

Infl uence of curing on the early-stage water evaporation and porosity gradient of pavement construction joint
Shi Yao;Sun Hongfang;Xu Weiting;Fang Yuan;Liu Bing;Wang Yaocheng;Liu Wei;Guangdong Provincial Key Laboratory of Durability of Marine Civil Engineering;Shenzhen University;

..............page:119-124

A research on evaluating quality homogeneity of asphalt mixtures with virtual compression tests
Li Zhi;Chen Siyu;South China University of Technology;

..............page:125-131

A study on affecting factors of seismically induced drift of subway station
Xia Chen;Zhao Boming;Wang Zijun;Sun Fengbo;Beijing Jiaotong University;

..............page:132-136

The engineering critically analysis of active faults,the evaluation methods of fracture parameters and engineering application
Sun Fengbo;Zhao Boming;Xu Dingyu;Xia Chen;Wang Zijun;Beijing Jiaotong University;

..............page:137-141

Study on damage effect evaluation from ground motion during the great earthquakes
Wang Zijun;Zhao Boming;Xia Chen;Sun Fengbo;Beijing Jiaotong University;

..............page:142-146

A study on visco-elastic artifi cial boundary conditions under multiple source input
Zhao Boming;Xia Chen;Beijing Jiaotong University;

..............page:147-151

Experimental study on shear capacity of RC spread foundations
Li Rongnian;Teng yanjing;Li Ping;China Academy of Building Research;State Key Laboratory of Building Sefety and Environment;

..............page:152-158

Analyzing the behavior of seepage deformation by three-dimensional coupled continuum–discontinuum methods
Ni Xiaodong;Zhu Chunming;Wang Yuan;Key Laboratory of Ministry of Education for Geomechanics and Embankment Engineering;

..............page:159-165

Experimental study on strength of expansive soil treated by lime-basalt fi ber
Zhuang Xinshan;Yu Xiaoyan;Hubei University of Technology;

..............page:166-170

Studies on a self-balance test method for GMS Mekong Bridge pile foundations
Hu Xiaobo;Liu Renyang;Xia Mingliang;Tian Bo;Li Jun;Xiao Bojun;Zhang Shigang;Central South University;Overseas Engineering Company of China Railway no.5 Engineering Group Co.;Ltd.;China Railway Fifth Survey and Design Institute Group Co.;Ltd.;

..............page:171-180

Amendment of load-structure model with voids behind tunnel lining at vault
Ying Guogang;Zhang Dingli;Chen Liping;Fang Qian;Zhang Chengping;Beijing Jiaotong University;

..............page:181-185

Model test research on load transfer characteristics of DX pile in hard and soft interaction formation
Zhang Dehua;Hu Feng;Chen Wenbo;Xu Tong;Beijing Jiao Tong University;

..............page:186-190

Experimental investigation on the formation characteristics for weakly cemented sandstone aquifer tunnels in Lan-Yu Railway Line
Wang Xiuying;Tan Zhongsheng;Wang Yonghong;Liu Guoqing;Luo Ping;Han Yun;Beijing Jiaotong University;China Railway First Survey & Design Institute Group Co.;Ltd.;

..............page:191-195

Experimental study on the bearing characteristics of composite foundation
Wang Wei;Nie Qingke;Wang Yinghui;Jia Xiangxin;Wang Mengshu;Beijing Jiaotong University;Hebei Research Institute of Construction and Geotechnical Investigation Co. Ltd.;Technology Center of Geotechnical Engineering of Hebei Province;

..............page:196-200

Study on muck improvement of EPB shield tunneling in waterless sandy-cobble-boulder stratum
Guo Caixia;Kong Heng;Wang Mengshu;Beijing Jiaotong University;Beijing No.4 Municipal Construction Engineering Co.;Ltd;Beijing Municipal Construction Co.;Ltd;

..............page:201-205

Researches on miscible contaminant transport in unsaturated multi-layered soils
Li Huawei;Bai Bing;Wang Mengshu;Yu Tao;Beijing Jiaotong University;

..............page:206-211

Study on numerical analysis and monitoring of deformation of shield-driven deep foundation pit enclosure structure cuted directly
Li Donghai;Liu Jun;Wang Mengshu;Yang Guangwu;Zhou Hong;Zhang Dingli;Beijing Jiaotong University;Beijing Municipal Engineering Research Institute;Beijing University of Civil Engineering and Architecture;Beijing major Projects Construction Headquarters Office;

..............page:212-216

Application of tubular wells and drainage ditches in subway station excavation dewatering in complex urban environment
Hu Hao;Li Xinggao;Shenzhen Metro Co.;Ltd.;Beijing Jiaotong University;

..............page:217-221

A method to predict vibration responses induced by metro shield tunneling
Wang Xin;Han Xuan;Zhou Honglei;Lei Chonghong;BGI Engineering Consultants LTD.;Beijing MRT Construction Administration Corporation;

..............page:222-227

Analysis on vibration response characteristics of cross structure between shield tunnels and cross passage induced by the train
Yan Qixiang;Chen Cheng;Huang Xi;Zhou Lv;He Chuan;Key Laboratory of Transportation Tunnel Engineering;Ministry of Education;Southwest Jiaotong University;

..............page:228-235

Study on cracking mechanism and rapid repair method for tensile cracks of tunnel linging
Liu Dejun;Huang Hongwei;Yue Qingrui;Xue Yadong;Zhang Mingbo;Xu Qing;Central Research Institute of Building and Construction of MCC Group;China Jingye Engineering Corporation Limited;Tongji University;

..............page:236-243

Experimental study on waterproof performance deterioration regulation of shield segment joint rubber in environment of high temperature fi re
Liu Teng;Yuan Dajun;Zhang Hai;Beijing Jiaotong University;

..............page:244-249

Analysis and prediction on composite shield cutters wear in extremely hard rock in Dalian metro
Wu Jun;Yuan Dajun;Beijing Jiaotong University;

..............page:250-255

Study on safe control of metro shield underpassing high-speed railway in weak stratum
Chen Haifeng;Yuan Dajun;Wang Fei;Wang Mengshu;Beijing Jiaotong University;Suzhou Rail Transit Group Co.;Ltd.;

..............page:256-260

Model test of shield tunnel excavation face stability in sand
Shen Xiang;Yuan Dajun;Beijing Jiaotong University;

..............page:261-265

Study on safety control technology of upper buildiing crossed by shallow metro tunnel
Li Yongkuan;Zhang Dingli;Fang Qian;Wang Jianchen;Beijing Jiaotong University;Qingdao Metro Group Co. Ltd;Beijing Urban Construction Design and Development Group Co.;Ltd.;

..............page:266-269

Scheme comparison and measurement analysis of new-build subway station parallel under through existing tunnel in tight contact
Niu Xiaokai;Zhang Dingli;Liu Meilin;Gao Xiyang;Wang Jianchen;Key Laboratory of Urban Underground Engineering of Ministry of Education;Beijing Jiaotong University;Beijing Municipal Engineering Research Institute;

..............page:270-274

Numerical study on effects of ground stress release on face stability during tunneling
Pan Jianli;Beijing Jiaotong University;

..............page:275-278

Analysis on the law of ground deformation and structural force caused by overlapping shield tunnel construction
Song Haoran;Zhang Dingli;Beijing Jiaotong University;

..............page:279-282

Analytic solution on the stress of surrounding rocks for shallow subsea tunnel
Song Haoran;Zhang Dingli;Fang Qian;Key Laboratory for Urban Underground Engineering of the Education Ministry;Beijing Jiaotong University;

..............page:283-288

The cusp catastrophe theory analysis for instability of deep-buried tunnels surrounding rock through fault fracture zone
Song Ruigang;Zhang Dingli;Wen Ming;Beijing Jiaotong University;

..............page:289-292

Study of key construction technique and mechanical performance of metro station constructed by enlarging large diameter shield tunnel
Sun Changjun;Zhang Dingli;Zheng Hao;Wang Le;Beijing Jiaotong University;Beijing METRO construction administration corp;ltd.;Beijing municipal group;Jiangsu Province Communications Planning and Design Institute Limited Company;

..............page:293-296

Ground deformation characteristic due to large diameter slurry shield construction in clay in Beijing
Yang Sanzi;Zhang Dingli;Wang Jianchen;Fang Qian;Ran Hongling;Beijing Jiaotong University;Beijing Urban Construction Design and Development Group Co.;Ltd.;

..............page:297-301

Analysis of mechanical response of four-lane small clear spacing highway tunnel with super-large cross-section
Zhang Tiezhu;Dalian Municipal Design and Research Institute Co. Ltd;

..............page:302-305

Analysis of tunnel deformation infl uence factors based on high-speed railway tunnels
Zhu Haobo;Su Wei;Beijing Jiaotong University;Power China Railuay Lonstruction co.LTD;

..............page:306-310

Infl uence on concentrated buildings induced by undercutting construction of subway tunnel
He Lichao;Wang Mengshu;Li Yujie;Beijing Jiaotong University;Beijing c apital highway development group Co.;LTD;Beijing Mass Transit Railway Operation Corporation LTD;

..............page:311-315

Study on type selection and control parameters of shield machine for long-distance passing beneath lake with no closure
Wang Bo;Kong Heng;Zhang Wenjun;Guo Caixia;Shi Leilei;Beijing Jiaotong University;Beijing Municipal Construction Co.;Ltd.;Tianjin University;Beijing No.4 Municipal Construction Engineering Co.;Ltd;

..............page:316-320

Research on evaluation technique of interaction between Shibanshan tunnel and groundwater environment
Liu Zhichun;Wang Mengshu;Beijing Jiaotong University;Shijiazhuang Tiedao University;

..............page:321-325

Dynamic response characteristics analysis of a two-story masonry structure to tunnel vertical blast ground motion
Kong Daqing;Guan Xiaoming;Fu Hongxian;Beijing Jiaotong University;

..............page:326-330

Interval intelligent back analysis method based on the optimal measured arrangement of observation point(line) in underground engineering
She Yuanguo;Wang Mengshu;Beijing Jiaotong University;Logistics University of Armed Police Force;

..............page:331-335

Study on smoke temperature distribution based on model test in highway tunnel by shaft blow and exhaust ventilation
Wang Liangyong;Guo Jiaqi;Wang Mengshu;Beijing Jiaotong University;Henan Polytechnic University;

..............page:336-340

Vibration fi eld feature research of subsea tunnel during drilling and blasting excavation
Liu Yongsheng;Peng Jianguo;Wang Mengshu;Zhang Jinhua;Fu Lixin;Beijing Jiaotong University;Hunan Provincial Communications Planning;Survey & Design Institute;

..............page:341-345

Infl uence study on the mining tunnel line cracks by vibration of metro train
Li Yujie;Wang Mengshu;Song Guoxia;Zhang Heng;Beijing Mass Transit Railway Operation Corporation LTD;Beijing Jiaotong University;Beijing Mass Transit Railway Operation Corporation LTD Metro Operation Technology Centre;

..............page:346-350

Infl uence of pipeline leakage on ground collapse and its control during adjacent tunnelling
Zhang Chengping;Yue Yuejing;Wang Mengshu;Beijing Jiaotong University;

..............page:351-356

Orthogonal optimization design for cross section of separate metro station constructed by using shallow tunnelling method
Wang Kai;Zhang Chengping;Wang Mengshu;Beijing Jiaotong University;

..............page:357-361

Test study on progressive failure of closely spaced tunnel in sandy cobble ground
He Jun;Zhang Chengping;Yang Gongbiao;Beijing Jiaotong University;

..............page:362-367

Research on construction technique of large-section railway tunnels in debris flow strata
Ren Shaoqiang;Tan Zhongsheng;Zhang Dehua;China Railway 20st Bureau Group co.;Ltd;Beijing Jiaotong University;

..............page:368-372

A study of key construction technology on metro station constructed by enlarging large diameter shield tunnel
Wang Bo;Li Zhaoping;Wang Ting;Zheng Hao;Beijing Jiaotong University;Beijing Municipal Engineering Group Co.;Ltd.;

..............page:373-377

Construction technology of large span tunnel under the non-stop flight runway
Tan Zhongsheng;Ma Dong;Sun Xiaojing;Chen Youxin;Wang Wuxian;Beijing Jiaotong University;The Group Company of China Railway No.16;

..............page:378-382

Deformation control technology and supporting structure stress of large section loess tunnel
Meng DeXin;Tan ZhongSheng;Beijing Jiaotong University;

..............page:383-387

Model Test Study on the Distribution Law of Underwater Tunnel Seepage Field
Liu Qiang;Tan Zhongsheng;Wang Xiuying;School of Civil Engineering and Architecture;Beijing Jiaotong University;

..............page:388-392

Study of critical buried depth of large cross-section loess tunnel
Guo Xiaolong;Tan Zhongsheng;Beijing Jiaotong University;

..............page:393-397

Experimental study on the basic characteristics of tunnel in squeezing surrounding rock with large deformation
Wu Yongsheng;Tan Zhongsheng;Li Shaomeng;Beijing Jiaotong University;

..............page:398-402

Research on spacing between high-speed railway parallel tunnels’ infl uence on pressure in tunnels and cross channel
Luo Jianjun;Beijing Jiaotong University;

..............page:403-408

An experiment Study on the evolution law of concrete structure crack and joint seam deformation for tenon groove joints in the prefabricated metro station
Li Zhaoping;Wang Chen;Su Huifeng;Shi Shuaifeng;Beijing Jiaotong University;Beijing urban construction & design development Group Co.;Ltd.;

..............page:409-413

Risk assessment of construction for Bohai Bay subsea tunnel
Zhang Yonggang;Wang Yonghong;Wang mengshu;Beijing Jiaotong University;

..............page:414-418

Laboratory measurement on rail frequency response behavior for egg fastening system
Sun Xiaojing;Zhang Hougui;Liu Weining;Wu Zongzhen;Beijing Jiaotong University;

..............page:419-423

The Development of Shaft Monitoring and Early Warning System Based on the Technology of Fiber Bragg Grating
Huang mingli;Wu biao;Liu huakuan;Tan Zhongsheng;Beijing Jiaotong University;

..............page:424-428

Experimental research of pipe-roof pre-supporting technology for the shallow large-span tunnel
Tan Zhongsheng;Sun Xiaojing;Ma dong;Ma Yongchang;Beijing Jiaotong University;The Group Company of China Railway No.16;

..............page:429-434

Comparative test study on boring parameters of large diameter earth pressure balance shield
Meng DeXin;Tan ZhongSheng;Li Tao;Beijing Jiaotong University;

..............page:435-439