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Design & Construction for a Deeper Foundation pit Dongmei Li Huangshi Institute of Technology, School of Civil Engineering, 435003,China Xuhan95@126.com Key words: Steel sheet pile.
According to geological engineering data form the engineering exploration drilling and testing company, the geological is divided into several layers from top to bottom as such: plain fill, silty clay, sandy& clay, clay, diorite and limestone[1].
References [1] GB50021-2009,Code for investigation of geotechnical engineering[S]
[2] DB 42/159-2004,Technical Specification for Engineering of Foundation Excavation[S]
[6] Chen Xing-guo: Basic engineering, China Water Power Press( 2002)

Seismic Design of Tall Buildings Structure Wenjin Zhang1, a, Qihua Su1, a, Zhongding Cui1, Sile Chen1, a 1School of Civil Engineering, Tongji University, Shanghai, China ahxyjlxyy@163.com Keywords: Tall Buildings Structure, Seismic Design, Performance-Based Design Abstract.
By engineering examples checking, it has high accuracy.
Earthquake Engineering and Structural Dynamics,1999, Vo1.28,pp.979-993
Performance-based design in earthquake engineering: state of development [J].
Engineering Structures 2001(23):878-884

The numerical analysis of stability against upheaval of foundation pit Guofeng Liu1, a and Renwang Liang2,b 1,2Taiyuan University Technology, Architecture and Civil Engineering, Shanxi Taiyuan 030024 a956516047@qq.com, blgfjsp@163.com Keywords: foundation pit; stability; against upheaval; FLAC3D Abstract.
Embedded depth adjusted for general excavation engineering is one of the primary means to change the anti-uplift stability.
I suggest that we use it gradualy in engineering.
Deep excavation engineering theory and engineering applications [M] Beijing: China Building Industry Press, 2010
Excavation Engineering Handbook (Second Edition) [M] Beijing: China Building Industry Press, 2009

Experimental Study on Natural Frequency Variation Regulations of Simply Supported Externally Prestressed Concrete Beams Gang Xue1, a, Chongge Wang1, b 1College of Architecture and Civil Engineering, Inner Mongolia University of Science and Technology, Baotou 014010, Inner Mongolia axuegang-2008@126.com, bwangchongge@126.com Keywords: Dynamic Test, Prestress, Natural Frequency Abstract.
Introduction Since the 1930s, prestressed technology has been widely used in Engineering construction field[1].
This method is easy to implement and never need to affect the normal service of structures, so it has become a researching focus in the field of engineering detection.
Bang: Proceeding of the SPIE-The International Society for Optical Engineering.
Wang: Earthquake Engineering and Engineering Vibration.

Introduction The construction of underground buildings is an important topic of civil engineering in the twenty-first century, because of increases in the scale of construction.
It can also predict the safety of the underground engineering.
This paper adopts FLAC3D to simulate and analysis a case of underground engineering.
Engineering and Excavation Methods Badaling underground station will be built in the mountain.
Chinese Journal of Underground Space and Engineering, 2005, 1(6): 848−852.

., Department of Bioenvironmental Engineering, Chung Yuan Christian University, 32023 Chung Li, Taiwan 2No. 200, Chung Pei Rd., Department of Civil Engineering, Chung Yuan Christian University, 32023 Chung Li, Taiwan ajyhhaw@cycu.edu.tw, bichieh1003@gmail.com Keywords: Natural and forced convections, sterilization, temperature distribution, slowest heating zone, computation fluid dynamics.
Sivla, Journal of food engineering 45, 93 (2000)
Richards, Journal of food engineering 42, 207 (1999)
Zarrouk, Journal of Food Engineering, 57, 9 (2003)
Chen, Journal of Food Engineering, 51, 77 (2002a)

Thus, due to its immense importance in precision engineering, grinding is also studied in terms of numerical simulation.
Bas, Key Metrology Roadmap in Advanced Manufacturing Technology of Micro-components and Nano-structures, International Journal of Mechanical Engineering and Automation 1(6) (2014) 347 - 353
Habrat, Meshing strategies in FEM simulation of the machining process, Archives of Civil and Mechanical Engineering 15 (2015) 62-70
Raff, A review on the molecular dynamics simulation of machining at the atomic scale, Proceedings of the Institution of Mechanical Engineers, Part B: Journal of Engineering Manufacture 215(12) (2001) 1639–1672
Manolakos, Molecular dynamics modeling of a single diamond abrasive grain in grinding, Frontiers of Mechanical Engineering (In press).

Research on Pounding Response at Expansion Joint in the Linear Bridge and the Curved Bridge under Earthquake Tian-Li WANGa, Qing-Ning LIb Dept. of Civil engineering, Xi’an University of Architecture & Technology, Xi’an 710055, P.R.China aemail:Wangtldq@xauat.edu.cn, bemail:Liqndq@xauat.edu.cn Keywords: curved bridge; linear bridge; expansion joint over abutment; expansion joint over pier; dynamic analysis; pounding response Abstract.
Now the engineers commonly simulate bridge structure pounding as rigid body pounding.
There are many types of bearing, where rubber bearing is widely used in engineering.
Thank Senior Engineer ZONG Xue-mei from Xi’an Mnuicipal Design and Research Institute to provide relevant engineering data.
Engineering Structures, 2006,28: 1149~1161 [3] Dong-sheng WANG, Qi-min FENG, Guo-xin WANG, Engineering mechanics, 2004,21(2),157-165 (In chinese) [4] Trochalakis P, Eberhard M O, Stanton J F, Journal of Structural Engineering, 1997,123(4):469-478

Study on Soil Improvement of TBM’S Commencement and Arrival in Water-rich Sand Stratum Hua Jiang 1,2,a, Yusheng Jiang 1,2,b, Maolan Huang 3,c, Zhiqiang Chen 1,2,d 1State Key Laboratory for GeoMechanics and Deep Underground Engineering, Beijing, China 2School of Mechanics & Civil Engineering, China University of Mining & Technology, Beijing, China 3Architectural Branch, Beijing Tsinghua Urban Planning & Design Institute, Beijing, China a13811890790@163.com, byusheng.jiang@263.net ctashui_huang@163.com,d619866377@qq.com Keywords: Water-rich sand stratum; TBM’S commencement and arrival; longitudinal improvement scope; theoretical model Abstract.
Generalities and engineering application Generalities.
[2] Dayong Li, Hui Wang, Teng Wang: Journal of Railway Engineering Society.Vol.2(2006), p.87(In Chinese)
[5] Tao Wu, Liangwen Wei, Qinghe Zhang: Chinese Journal of Underground Space and Engineering.
[7] Chambon.P, Corte J F: Journal of Geotechnical Engineering,Vol.7(1994), p.1148.

Develolxnent of fiber Bragg grating sensors for monimring civil infrastructure[J].
Engineering Structures, 2005 ,27 (12): p.1828-1834 [2]H.
Chinese Journal of Rock Mechanics and Engineering, 2008,27(S2): p.3725-3711
Engineering Stnxchzres 2007, 29: p.440-448
Engineering Structures, 2006, 28: p.648-4659