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Stability Analysis on Rectangular Transition Section Tunneling in Beiwan Horsehead Region of No. 7 Subway Wenhui Tan 1, a, Hongbao Sun 2, b and Runjun Li 3, c 1,2School of Civil & Environmental Engineering, University of Science and Technology Beijing, Beijing 100083, China 3General Contracting Division of Civil Engineering, Beijing Urban Construction Group, Beijing 100081, China awenhui.t@163.com, bshb86826790@yahoo.com, c1161036851@qq.com Keywords: rectangular transition section of tunnel; settlement; numerical simulation; monitoring Abstract: The settlement of ground and vault by tunneling has important effect on construction safety and normal operation of urban transport system.
Yang: Chinese Journal of Geotechnical Engineering Vol. 25(2003), p. 676 (in Chinese) [5] M.
Wang: Chinese Journal of Geotechnical Engineering Vol. 27(2005), p.243 (in Chinese) [7] T.
Gao: Copper Engineering Vol. 103(2010), p.6 (in Chinese) [8] J.
Wang: Geotechnical Engineering and Underground Engineering Vol. 28 (2008), p. 133 (in Chinese) [10] T.

Application of the Last Planner System in Schedule Management of Construction Projects Junyan Jin School of Civil and Architecture, East China Jiaotong University, Nanchang, Jiangxi, China jinjunyan@foxmail.com Keywords: schedule management, last planner system, weekly work plan, percent plan complete Abstract: Schedule control is one of the main tasks of engineering project management, and effective schedule management is an important means of realization of project objectives.
According to statistics, PPC of general engineering construction team is about 50%, and that of which apply LPS can be raised to 80%.
[3] Glenn Ballard, The last planner system of production control, school of civil engineering, University of Birmingham, May 2000

Zhuge, in: CICE 2010 - The 5th International Conference on FRP Composites in Civil Engineering, Beijing, China, 2010
Reynouard, Engineering Structures, 24 (2002) 597-611
Hogg, Composites Part B: Engineering, 36 (2005) 384-393
University of California, Nonlinear geometric, material and time dependent analysis of three dimensional reinforced and prestressed concrete frames, Dept. of Civil Engineering, University of California, 1984
Plank, Journal of Structural Engineering, 129 (2003) 1093-1102

Dynamic Shear Modulus and Damping Ratio of Waste Granular Rubber and Cement Soil Mixtures Wang Zhaoyu 1, 2,a, Mei Guoxiong 1,b and Yu Xinbao 3,c 1College of Transportation, Nanjing University of Technology, China 2College of Civil Engineering, Yancheng Institute of Technology, China 3 Louisiana Transportation Research Center, USA azywang518@yahoo.com, bmgx@163.com, cyuxinbao@yahoo.com Keywords: granular rubber; shear modulus; damping ratio; resonant column Abstract.
Rubber soil material has low density, high strength, water permeability, and seismic energy absorption, a wide range of engineering applications and so on.At present, scrap rubber in road traffic engineering as part of a larger focus on concrete and asphalt pavement structure of the application of the above, but by adding tires rubber to road base materials, research on dynamic characteristics of rubber cement soil, which may differ from those of conventional cement soils, have not been studied.
References [1] Ali Fırat Cabalar .Dynamic Properties of Various Plasticity Clays [J].Electronic Journal of Geotechnical Engineering 2009,14 (B) :2-4
Journal of Materials in Civil Engineering, 2002, 12 : 496 - 502
Earthquake Engineering and Engineering Vibration, 2003, 23 (1): 110 - 114.

Study on the Effect of Admixtures on the Strength of Stabilized Sludge Soils Kaixi An1, a, Yixiang Chen1,b, Ruoqi Lou1,c and MinJiong Wu1,d 1Department of Civil Engineering, Zhejiang University of Technology, Hangzhou 310032, China apurekathy@126.com, bone1024@126.com, clouruoqi@163.com, d983409076@qq.com Keywords: Sludge, Stabilization, Strength, Admixture Abstract.
But it becomes very difficult to handing with these characteristics in practical engineering applications.
Therefore, engineers and academics turned their today’s focus to the resource utilization of mud, which means to transform the land-taking mud into engineering material with certain strength and can be recycled.
Acknowledgments The research was financially supported by Key Laboratory of Civil Engineering Structures & Disaster Prevention and Mitigation Technology of Zhejiang Province and Yunhe Cup project of Zhejiang University of Technology (No. 2013165).
Chinese Journal of Geotechnical Engineering, 2000,22(3):319-422 (in Chinese) [2] Song Liang, Yibo Yang, Haihong Mo, etc.

Comparison And Analysis Of Influence Of Soil Deformation On The Speeds Of Execution For Deep Foundation Pits Li Liu1, a, Hongru Zhang2,b , Ruiyu Zhang3,c 1 School of Civil Engineering, Beijing Jiao Tong University 2 School of Civil Engineering, Beijing Jiao Tong University 3 Electrical Engineering Design Institute, China Wind Power Company a liulicomcom@126.com, b hrzhang @ bjtu.edu.cn, c zhangruiyu2008@163.com Keywords: The total displacement, Pore pressure, Volume change, Dilatancy, Shear-contraction Abstract.
Du Zuolong[5] uses PLAXIS to simulate a practical engineering project, then he considers HS model can exactly predict settlement and upheaval deformation.
North China Institute of Aerospace Engineering. 2004.3.14(1): 7-10.
Chinese Journal of Geotechnical Engineering. 2012.11.34(sup.): 248-253.
The 7th International Conference On Soil Mechanics and Foundation Engineering.

The Finite Element Analysis of South Cap Excavation of Left Branching of Ma on Shan Yangtze River Highway Bridge Yue Zhang 1, a, Mi Zhou 2,b 1 Department of Construction and Civil Engineering, Xi’an University of Science and Technology, Xi’an 710054, China 2 Key Laboratory for Bridge and Tunnel of Shaanxi Province, Chang’an University, Xi’an 710064, China azhangyue7810@163.com, b zhoumi@yahoo.cn Key words: Bridge, Excavation Support, 3D Finite Element Analysis, Lock mouth steel pipe, Caps.
Introduction With expansion of the research on deep foundation pit has been always a hotpot in architecture engineering in china.
[2] Li Sihai, Zhang Yujun: Chinese Journal of Rock Mechanics and Engineering, Vol. 18 (1999), p. 342
[3] Jiang Xinliang, Zong Jinhui and Sun Liangtao: China Civil Engineering Journal, Vol. 40 (2007), p. 79
[4] Liu Jian-hang, Hou Xue-yuan: Foundation Pit Engineering Manuals (China architecture &building press, Beijing 1997)

Analysis on the Status of Concrete Filled Double Skin Steel Tubes Mechanical Properties Bing Wang 1, a, Lu Ma2, b, Xiao Liu3, c 1School of Architectural and Civil Engineering, Shenyang University, Shenyang, 110044, China aliuxiao19740701@sina.com, bmalu1204@163.com, c489298344@qq.com Keywords: concrete filled double skin steel tubes; mechanical properties; concrete filled steel tube.
Combination of Chinese and foreign literature, this paper comprehensively discusses the research results about concrete filled double skin steel tubes member, then put forward the further research work, for concrete filled double skin steel tubes structure in deeply study to play a guiding role. 1 Introduction In recent years, concrete filled steel tube structure is widely used in industrial plants, high-rise buildings and underground engineering, bridge, marine engineering and other structures.
According to the previous research on concrete filled double skin steel tubes mechanical properties known which have broad application prospects, our country is a fire prone country, thus, to promote the concrete filled double skin steel tubes structure in engineering application, to study the mechanical performance of concrete filled double skin steel tubes structure after fire is imperative.
Journal of Structural Engineering, 1995, 121(12):1 806-1 814
Journal of Civil Engineering, 36(2), 2003:33-40

Online identification with least square method for pseudo-dynamic tests Tao Wang1,2, a, Bin Wu1,b and Jian Zhang 1,c 1School of Civil Engineering, Harbin Institute of Technology, Harbin, Heilongjiang 150090, China 2 School of Architecture and Civil Engineering, Heilongjiang Institute of Science and Technology, Harbin, Heilongjiang, 150027, China ahitwangtao@126.com, bbin.wu@hit.edu.cn, c fengye_9989@qq.com Keywords: On-line identification, Least square method, Pseudo-dynamic testing, Adaptive substructure testing, Hysteretic model Abstract.
Kato and Takaoka: Earthquake Engineering and Structural Dynamics.
Masaoka: Earthquake Engineering and Structural Dynamics.
Vol.28(1999), 393-420 [3] Won-Jik Yang and Yoshiaki Nakano: Advances in Experimental structural Engineering, ISBN: 4-901887-18-1: (2005), 267-274 [4] H.
Kalman: Transactions of the ASME-Journal of Basic Engineering. 82(Series D), 35-45 [7] Jann N.

Research on Dynamic Response with Complicated Structure System Yue Qiang1,2, a , Jian He1,b and Li Li3,c 1 College of Civil Engineering, Chongqing Three Gorges University, Chongqing 404000, China 2 Hohai College, Chongqing Jiaotong University, Chongqing 400074, China 3 College of Earth Sciences, Chengdu University of Technology, Chengdu 610059, China aemail qiangyue-320@163.com, bemail hj5573@163.com, cemail lily6636694@163.com Key words: Structural system, Finite element, Rare earthquake, Dynamic response Abstract.
We shall be cautious in selection of earthquake wave, trying to comply with the practical engineering situation.
Zhou : Seismic Engineering(China Architecture and Building Press, China, 2000) pp. 25-26 [2] W.
Zhang: World Earthquake Engineering, China, Volume 1 (1994), pp. 1-10 [5] S.
Liu: ANSYS Civil Engineering Applications (Second Edition)(China Waterpower Press,China,2007) pp. 130-132