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The research results can provide a reference for a parallel engineering design and construction.
Engineering situation Dam typical section is shown as: Fig. 1 Typical cross section of dam 2.
Journal of Hydraulic Engineering. 2007(38) [2]Sheng Ting, Li Guoying, Li Yun.
Rock Mechanics and Engineering. 2005(24)
Beijing: Water resource and hydroelectric Engineering Publish. 2005 [5]Sun Yi, Yan Qiao, Wang Yunqing.

The Fault Tree Number Simulation on Automobile Braking Function in Losed Quanyu Yu1,a, Cheng Zhu2,b ， Ziwen Wang1,c 1School of Mechanical & Automotive Engineering, Anhui Polytechnic University, Wuhu ,241000, Anhui , China 2Anhui Zhucheng power machinery Co.
Proceedings of the Institution of Mechanical Engineers -- Part E -- Journal of Process Mechanical Engineering, 2004, Vol. 218 Issue 2, p93-102
Proceedings of the Institution of Mechanical Engineers -- Part E -- Journal of Process Mechanical Engineering, 2004, Vol. 218 Issue 2, p83-91
Canadian Journal of Civil Engineering, Jun2010, Vol. 37 Issue 6, p897-906.

Compression tests on large-scale concrete-filled GFRP tubes Pan XIE 1, a 1 College of Water Conservancy and Civil Engineering, South China Agriculture University, Guangzhou, Guangdong, China axiepan@scau.edu.cn, bceylwong@polyu.edu.hk Keywords: Hybrid columns, GFRP tube, large-scale, compression, axial stress- strain, lamination theory.
Introduction Fibre reinforced polymer (FRP) have been used widely applied in civil engineering due to their high strength-to-weight ratio and high corrosion resistance.
Ishai: Engineering Mechanics of Composite Materials.
Engineering structures.

Analysis on the Chord Side Wall Failure of RHS T-Joints with Axial Compression Branch HongFei Chang1,2, a , JunWu Xia2, b, Hong Chang2, c and FengJie Zhang2, d 1Key Laboratory of Deep Geotechnical and Underground Engineering, 2School of Mechanics and Civil Engineering, China University of Mining and Technology, Xuzhou Jiangsu, China, 221116 ahonfee@126.com, bxjunw@163.com, cchanghong@cumt.edu.cn Keywords: RHS Joint; Chord Side Wall Failure; Finite Element; Axial Compression Abstract.
Acknowledge: This paper is financially supported by the Chinese National Natural Science Foundation(50774081), the “eleventh five-year plan” national science support major program (2006BAJ14B07; 2006BAJ05A08), JiangSu Civil Engineering Graduate Center for Innovation and Academic Communication foundation, JiangSu High School Graduate Innovation foundation.
Journal of Structural Engineering, ASCE, Vol. 110 (1984), p. 2357 [5] Wardenier, J.

The Study of the Method of China Cities Underground Space Development and Utilization Peng Dai 1,a, Xiu-ting Wei 2,b College of Civil Engineering and Architecture, Shandong University of Science and Technology, Qingdao, Shandong 266510 ,China adplqf@sohu.com, bWei-xiuting@163.com Keywords: "The compact" the city; Underground space; By using the method Abstract.
In recent years the frequent occurrence of natural disasters, give the city construction and the life of people with great damage, resulting in huge economic loss, 2008 January and February snowstorms and southern China on May 12 wenchuan earthquake disaster, is a reminder of the urban construction to improve in the coping, and urban underground space development and utilization is a good way to solve the problem. 1 Urban underground space development and utilization Urban underground space planned large-scale construction is the 1930s, our country in 1960 ~ 1970s construction has a batch of underground factory, forepast civil air defence and subway of Beijing and tianjin.
The 1980s began to build in all the big cities and planning suitable for China's characteristics of business, transportation, collection and overpasses and parking lots and other service facilities in one of the underground complex engineering.
Chinese Journal of Underground Space and Engineering, 2(2006)1081-1082
Chinese Journal of Underground Space and Engineering, 3(2007) 592-596.

Application of Three-parameter Model in Settlement Calculation of Immersed Tube Tunnel Wei Gang1,2,a, Su Qin-wei1,b 1 College of Civil Engineering and Architecture, Zhejiang University, Hangzhou 310058, China; 2 Department of Civil Engineering, Zhejiang University City College, Hangzhou 310015, China aweig@zucc.edu.cn, b927997475@qq.com Keywords: immersed tube tunnel; beam on elastic foundation; three-parameter model Abstract: The settlement of immersed tube tunnel is mainly caused by the compression of basal layer and recompression of the ground foundation layer.
China Harbour Engineering, 2007, (5)：17–19.
Chinese Journal of Underground Space and Engineering, 2008, 4(1)：181–184.

The Settlement Computation of Composite Foundation of Different Typed-Pile Based on the Load Test Man Yuan 1,a,*Jihui Ding 1,b, Panxing Zhang 2,c,Xiaojuan Quan1,d 1 College of Civil Engineering, Hebei University, Baoding, Hebei, China 2 Xingtai Career Technical College, Xingtai, Hebei, China ayrommee@126.com,bdingjihui@126.com, c15932239509@163.com, d1042787778@qq.com Keywords: Composite Foundation；Load-settlement Curves, Composite Foundation Settlement, Layer-wise Summation Method Abstract.
Engineering Mechanics , 2010, 27(s1):136-140
Open Journal of Civil Engineering, 2013, (3):94-98
[6] Ding Jihui ,Wang Weiyu ,Li Jun .Foundation Engineering and Utility Programming .

Prediction of Shield Tunnelling-induced Ground SettlementConsidering Soil-water Coupled and Around Soil Disturbance Damage Jifeng Liu 1, a, Bo Liu 2,b, Huizhi Zhang 1,c 1Department of Civil Engineering of Sanming University, Sanming, Fu Jian, R.P,China, 365004; 2School of Mechanics & Civil Engineering, China University of Mining & Technology, Beijing, R.P, China 100083 a ph_dliujifeng@126.com; b dr_boliu@163.com; c zhz888_1981@163.coml Keywords: prediction; shield tunnel; ground surface settlement; soil-water coupled; around soil damage Abstract: to evaluate the influence of soil-water coupled and shield tunnel construction induced around soil disturbance damage on ground surface settlement, the process of shield tunnel construction induced around soil disturbance is analyzed, the FLAC3D numerical simulation are carried out, and a newly-modified tunnelling-induced ground settlement calculation method based on disturbance degree of around soil and soil-water coupled is presented,
Strata papameters adopted from test report of engineering site investigation, and considering soil-water coupled.
Chinese Journal of Rock Mechanics and Engineering, 2003,22(7): 1174-1179.

Experimental study on mechanical properties of steel and polypropylene fiber-reinforced concrete Liang Shan 1,2,a，Liang Zhang 1,b 1Materials and Structural Engineering Department, Changjiang River Scientific Research Institute, Wuhan 430010, China 2School of Civil Engineering, Wuhan University, Wuhan 430072, China arobert_shanl@163.com, bbaldcat@163.com Keywords: Mechanical properties; Fiber-reinforced concrete; Steel fiber (SF); Polypropylene fiber (PPF); Volume fraction; Aspect ratio Abstract: The mechanical tests of normal concrete (NC) specimens, steel fiber reinforced concrete (SFRC) specimens and polypropylene fiber reinforced concrete (PPFRC) specimens have been carried out.
Introduction Concrete structures are widely used in civil engineering fields.
Huang, Test methods applications of SFRC, IABSE (International Association for Bridge and Structural Engineering) 13th Congress Helsinki.1988.6

Mechanical Properties of Class C High Volume Fly Ash Concrete with lime water as mixing water Mochamad Solikin1,a, Budi Setiawan2,b 1Civil Engineering Department, Universitas Muhammadiyah Surakarta, Jl.
A Yani Pabelan Kartasura – Surakarta, Indonesia 2Civil Engineering Department, Universitas Muhammadiyah Surakarta, Jl.
Atis, "High-Volume Fly Ash Concrete with High Strength and Low Drying Shrinkage," ASCE JOURNAL OF MATERIALS IN CIVIL ENGINEERING vol.
Solikin, "High Performance Concrete with High Volume Ultra Fine Fly Ash Reinforced with Basalt Fibre," Doctor of Philosophy, School of Civil, Chemical and Environment Engineering, RMIT University, Melbourne, 2012.