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Mitigation of Ground Shock Effects on Buried Structures – Advantages of Unsaturated Ground Eng-Choon LEONG1,a, Sarma ANAND2,b and Chee Hiong LIM2,c 1School of Civil & Environmental Engineering, Nanyang Technological University, Blk N1, 50 Nanyang Avenue, Singapore 639798 2Defence Science and Technology Agency, 1 Depot Road, Defence Technology Tower A, Singapore 109679 acecleong@ntu.edu.sg, bsanand@dsta.gov.sg, clcheehio@dsta.gov.sg Keywords: Ground shock, buried structures, unsaturated soils, peak stresses, scaled distance.
Technical Report SL-92-9, Department of Army, Waterways Experiment Station, Corps of Engineers (1992)
International Journal of Impact Engineering, Vol. 34 (2007), No. 9, pp 1487 – 1499

Hydraulic Model and Numerical Simulation Study of Shuangwangcheng Pump Station Li Chuanqi 1,a Wang Wei1 Gong Jie 1 Zhao Xinlai1 1 School of civil Engineering, Shandong University, Jinan , Shandong , China alichuanqi@sdu.edu.cn Keywords: pump station, physical model, numerical simulation, turbulent model, negative pressure Abstract.
The model geometry of the pump station from the engineering design plan was transferred to Auto CAD according to prototype dimensions.
Water Resources and Hydropower Engineering,2011,(41):29~33.

Studies on the Algorithm for Five-axis NC Machining with Triangular Facet Model RenXian Geng 1,a,HouJun Qi 2,b , Xin Pan3,c, ZhiGang Liu4,d 1Tianjin Key Lab of High Speed Cutting & Precision Machining, Tianjin Univ. of Tech. and Edu, Tianjin 300222, China 2Tianjin University,school of mechanical engineering,Tianjin 300222, China ag_eng2011@163.com, bqihoujun@tute.edu.cn Keyword: five-axis machine, tool path planning, efficient machine, interference free Abstract.
Introduction In recent years, five-axis NC machining technology is widely used in civil and military industry products processing.
ASME Journal of Engineering for Industry,1994,116: 253-259
[6] Morishige.K,Takeuchi.Y, Tool Path Generation Using C-Space for 5-Axis Control Machining, AMSE, Journal of Manufacturing Science and Engineering, FEBRUARY 1999, Vol. 121,144-149

Journal of transportation systems engineering and information, 2007 (04)
The first WuJie years China civil engineering society proceedings.
Urban macroscopic road network of supply and demand of logistics engineering and management. 2011 (8)

Flexural Behaviors of Double Reinforced Beam with High-Performance Cement Composite and Steel Bar Seok Joon, Jang1,a Seung Ju Han1,b Zhong Jie, Yu1,c and Hyun Do, Yun1,d 1Department of Architectural Engineering, Chungnam National University, Daejeon, 305-764, Republic of Korea asuk-joon@nate.com bseungju7788@naver.com cgogi226@cnu.ac.kr dwiseroad@cnu.ac.kr (corresponding author) Keywords: Flexural behavior, Strain-hardening cement-based composite, High-performance steel bar, Reinforced beam Abstract.
In order to determine the actual properties of cement-based composites, from each mixture the specimens were casted flowing: three cylinders (Φ100x200mm) for compressive performance with ASTM C 39[3], three prisms (100x100x400mm) for flexural performance as per ASTM C 1609.[4] To evaluate the direct tensile performance, dumbbell-shaped specimens were conducted according to the recommendation of the japan society of civil engineers (JSCE) E-51.[5] The tested specimen section was length of 100 mm and cross-section of 30 × 30 mm.
C, Engineering mechanics, ASEC (1992), p. 740 [3] ASTM C 39-12 standard, ASTM, (2012) [4] ASTM C 1609-10 standard, ASTM, (2010) [5] JSCE E-51 standard, JSCE, (2010) [6] ASTM A 370-10 standard, ASTM, (2010)

Simulation Analysis of Heat Transfer on Low Temperature Hot-water Radiant Floor Heating and Electrical Radiant Floor Heating Hanbing Qi 1, a, Fuyun He2, a,Qiushi Wang 1,b,Dong Li1, c and Lin Lin1, d 1 The College of Civil and Architecture Engineering, Northeast Petroleum University, Heilongjiang Key Laboratory of Disaster Prevention, Mitigation and Protection Engineering, Daqing; Heilongjiang163318; China 2 Water and Steam Plant,Daqing Petrochemical Company, Daqing; Heilongjiang163714 aqihanbing@sina.com.cn, bqiushi19870418@126.com, clidonglvyan@126.com, dlinlin19880926@126.com Keywords: Radiant Floor Heating, Low Temperature Hot-Water, Electrical Heating, Heat Transfer, Simulation.
Science Technology and Engineering.

Study of Dry Wire Electrical Discharge Grinding Yingping QIAN 1,a , Juhua HUANG2,b , Xizhi ZHOU 1,c , Masanori KUNIEDA 3,d 1 School of Mechanical Engineering, Hubei University of Technology, China 2 Civil Engineering and Building Academy, Hubei University of Technology, China 3 Mechanical Systems Engineering, Tokyo University of Agriculture and Tech., Tokyo, Japan a qianyp98@163.com, bqiansy@yahoo.com.cn, czhouman-0713@163.com Keywords: WEDG, dry WEDG, dielectric fluid, surface quality Abstract.

A New Fatigue Strength Measuring Method of Steel Bar in Concrete Xiuning Penga and Wenwu Lanb College of Civil and Architectural Engineering, Guangxi University, Nanning 530004,P.R.
It’s urgent to evaluate and repair the damaged structure in engineering practice, such as safety assessment and reinforcement to old bridges.
Reddy: Cement and Concrete Research, Vol.31(2001):343-349 [4] Guofan Zhao: Reliability Theory and Its Applications for Engineering Structures.

School of Architecture and Civil Engineering, Shenyang University of Technology, Shenyang 110870, China.
Investigation of Soil Engineering Properties for Safe Design and Construction of The Iron Ore Tailing Dam Indian[J].
Journal of Engineering and Materials Sciences, 2001, 8 (6): 318-326

Cofferdam construction monitoring of Haihe Bridge Liang Dong1,a, Wei Long2,b and Du Chuang1,c 1School of Civil Engineering, Hebei University of Technology, Tianjin, 300401, China 2Civil Engineering Technology Research Center of Hebei Province, Tianjin, 300401, China aldhebut@gmail.com, b251780342@qq.com, c895277425@qq.com Keywords: single-wall steel sheet pile cofferdam, construction monitoring, theoretical calculation model, 3D FEM, comparative analysis.
References [1] Wissmann K, Sheet pile tensions in cellular structures, Journal of Geotechnical and Geoenviromental Engineering. 129 (2003) 224-233