Search results

Numerical Simulation of Subway Station Constructed Using Top-down Method Tiecheng Wang 1, a, Xinghua Du 2,b and Hailong Zhao 1,c 1School of Civil Engineering Tianjin University/Key Laboratory of Coast Civil Structure Safety (Tianjin University), Ministry of Education, Tianjin 300072, China 2School of Civil Engineering Tianjin University, Tianjin, China awangtiecheng@eyou.com, bdd_444990@163.com, czhaohailong@tju.edu.cn Keywords: top-down method, subway station, stress, deformation Abstract.
The most disadvantageous positions of internal force in each condition are shown finally, and the results can be referenced by similar engineering.
The results can be referenced by similar engineering.
References [1] Wang Yuanxiang, Application of Cover-and-Cut Reverse Construction Method to Metro Engineering in China, China Civil Engineering Journal, 1996, 29(1), p. 3~14,(In Chinese) [2] Liu Changyong, Gao Qiang, Analysis of Top-Down Inverse Construction Method for a Subway Station, Tunnel and Underground Engineering, 2010, 28(1), p, 95~98,(In Chinese) [3] Zhang Jianxin, Liu Shuangju, Zhou Jiabin, Analysis of influence of foundation pits excavation unloading by top-down method on engineering structures, Rock and Soil Mechanics, 2010, 31(2), p. 218~223,(In Chinese) [4] Su Jie, Zhang Dingli, Gao Ziyou, Huang Jun, Xiao Congmiao, Structural Deformation and Control of Subway Station Constructed by Cut and Cover Reverse Method, China Railway Science, 2010, 31(1), p, 59~65, (In Chinese) [5] Chang-Yu Ou, Jui-Tang liao, Horn-Da lin, Performance of Diaphragm Wall Constructed Using Top-Down Method, Journal of geotechnical and geoenvironmental engineering, 1998, p, 798~808 [6] Xu Fanli
, Cui Jinghao, A Mechanics Analysis on Subway Station constructed by Top-Down Method, Engineering Mechanics, 1995, p, 2152~2157, (In Chinese)

Investigation of a Double-Arched Bridge’s Mechanical Behavior by the Static Load Test Huang Haiyun1, a, Zhang JunPing2,b 12School of Civil Engineering, Guangzhou University, Guangzhou, 510006, China ahelen_hhy@126.com, bzhang-jp@139.com Keywords: reinforced concrete double-arch bridge; static load test; finite element analysis.
An on-site static load test of a reinforced concrete double-arch bridge with fracture is carried out, and a comparative analysis of the measured experimental results of the bridge working conditions and the calculation results of Midas/civil Finite Element Model is performed.
Fig. 2 The photo of strain layout at the mid-span section Construction of the Simulation Model The space truss and shell Finite Element Model of the bridge is constructed using MIDAS/CIVIL Finite Element software.

Petersburg, Russia avaleria.ryabykh@gmail.com, bseniormeow@yandex.ru, cadgor45@mail.ru Keywords: reconstruction, emergency housing, civil engineering, renovation, design Abstract.
Repairs of a roof, facades, drainpipes, replacement of engineering parts are also possible.
Many civil engineering firms develop the projects.
[8] The Russian Engineering Portal [Electronic resource].
[14] The Russian Engineering Portal [Electronic resource].

Presented papers bring wide database of testing methods and materials properties which could be used in all branches of civil engineering.

Study on the Quick Hardening Cement-based Grouting Material’s Modification by Nano-materials Lihua Wang1, a, Yifan Duan2,b 1College of Civil Engineering and Architecture, Shandong University of Science and Technology, Qingdao, 266590, China 1Shandong Provincial  Key  Laboratory  of  Civil Engineering Disaster Prevention and Mitigation (Shandong University of Science and Technology) , Qingdao, 266590, China 2 Technology Counsel Service Centre of Shandong University of Science and Technology , Qingdao 266590,China aE-mail: wlhtg@sina.com, b E-mail:sdkdzl@sina.com Keywords: Grouting material, Sulpho-aluminate cement , Fluidity, Nano-materials Abstract.
Introduction Grouting material is commonly used in civil engineering.
The solid grain filling material has more applications in civil engineering with common portland cement often being used as cementitious materials.
Journal of Structural Engineering, 2008, 134(11):1754-1767
Journal of Geotechnical and Geoenvironmental Engineering, 2008, 134(9): 1280-1289

Study on Rising Displacement of Segment of Shield Tunnel in Soft Soils Jinxiu Yuan1,a, Daoyuan Wang1,2,b and Dan Wang3,c 1Department of Civil Engineering, Hebei Jiaotong Vocational and Technical College, Shijiazhuang Hebei China 050091 2School of Civil Engineering, Southwest Jiaotong University ,Chengdu Sichuan China 610031 3School of Civil Engineering, Shijiazhuang Tiedao University, Shijiazhuang Hebei China 050043 axiugirl2007@163.com,bwtg-888@163.com, cwdfibbi@163.com Keywords: soft soil, shield tunnel, upward movement, calculation formula Abstract: It has been a technical problem of upward movement for shield tunnel segment during construction. a segment floating calculation formula was deduced through using basic theory of mechanics and mathematics, detailed tension analysis of segment.
The computation example of engineering showed that the result obtained by the proposed calculation formula was well consistent with the monitoring result and could be used to analyze the upward movement of shield tunnel.
China Municipal Engineering, 2002,100(4): 20－23
Chinese Journal of Rock Mechanics and Engineering, 2004,23(5): 857－861
Chinese Journal of Rock Mechanics and Engineering, 2005,24(s1):5086－5089.

Now fluid viscous dampers are widely used in civil engineering: buildings, bridges, railways and so on since the 1970’s, now the application of fluid viscous dampers have a considerate scale after forty years’ development.
References [1] Highway Innovative Technology Evaluation Center (HITEC) of A Service center of the Civil Engineering Research[R] [2] ASCE 7-05 Minimum Design Loads for buildings and other structures[S]
World Information on Earthquake Engineering.
Chinese Journal of Mechanical Engineering.
China Civil Engineering Journal.

Seismic Analysis of Continuous Rigid Frame Bridge with Energy-Based Modal Pushover Method Zhongquan Zou1,a, Liping Zhou1,b and Guojing He2,c 1School of Civil Engineering, Hunan University of Science and Technology, Xiangtan, Hunan, 411201, China 2School of Civil Engineering and Mechanics, Central South University of Forestry and Technology, Changsha 410004, China azouzhq72@126.com, bzlpzhouliping@sina.com, ccegjhe@sina.com Keywords: Seismic Performance, Modal Pushover Method, Continuous Rigid Frame Bridge, Capacity Spectrum, Reference Displacement Abstract.
Introduction For civil engineering structures undergoing large earthquakes, nonlinear analysis method is required to understand their inelastic behavior.
On the contrary, nonlinear static analysis (pushover) method has been widely used for seismic analysis of civil engineering structures because of its many benefits, especially when it comes to PBSD of structures.
Pinho: Journal of Earthquake Engineering Vol.8(2004), p. 643-661 [4] G.
Zou, in: The 4th International Symposium on Lifetime Engineering of Civil Infrastructure, edited by X.

Experimental Study of Rockfill Particle Breakage Zhihua Xu 1, a, Dawei Sun 1,b 1 China Three Gorges University, College of Civil Engineering&Architecture Yichang aemail:zhihuabest@163.com, bCorresponding author email:daweisun@126.com Keywords: rockfill; measuring index; internal friction angle; particle breakage.
Acknowledgements The financial support is provided by the National Natural Science Foundation of China (51179097), Postgraduate Excellent Training Fund of China Three Gorges University（2013PY013）and Hubei Province Special Funds for Construction of Key Disciplines of Civil Engineering（PY201301）.
Journal of Geotechnical Engineering, American Society of Civil Engineers, 1985, 111(10): 1177–1192
Journal of Geotechnical Engineering ASCE, 1996, 122(4): 309–316
French Journal of Civil Engineering, 1997, 1(4): 607–631

Preface The International Conference on Civil Engineering, Architecture and Building Materials provides a forum for accessing to the most up-to-date and authoritative knowledge from both industrial and academic worlds, sharing best practice in this exciting field of Civil Engineering, Architecture and Building Materials.
This book covers the subject areas of Geotechnical Engineering, Geological Engineering, Tunnel, Subway and Underground Facilities, Seismic Engineering, Hydraulic Engineering, Water Resources and Hydrology, Coastal Engineering, Construction Technology, Water Supply and Drainage Engineering, Heating, Gas Supply, Ventilation, Air Conditioning Works and Daylighting Design, Oil, Gas and Mineral Exploration, Disaster Prevention and Mitigation, Cartography and Geographic Information System, Surveying Engineering, Applied and Computational Mechanics, CAD/CAE/Computer Technology, etc.
The Organizing Committee of CEABM 2014 The 4th International Conference on Civil Engineering, Architecture and Building Materials (CEABM 2014) Organized by: College of Civil Engineering and Architecture, Hainan University Hainan Society of Theoretical and Applied Mechanics Conference Organization Chairman Prof.
Shilang Xu, Zhejiang University, China Senior Engineer.