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A Study of Relationship Between Residual Asphalt in Aggregate Surface and Aging Degree of its Asphalt Wen-Tsung Liu1, a, Ming-Ho Tu2, b 12Department Of Civil Engineering, Kao Yuan University Luzhu Dist., Kaohsiung City 821, Taiwan （R.O.C.）
References [1] Chih-Ming Chen : Analysis of Performance of Recycled Asphalt Concrete, Master's treatise, National Cheng Kung University Department of Civil Engineering (2006) .
(in Chinese) [2] Jung -Chtuan Chi : Internal Structure Characterization of Asphalt Concrete Using Image Analysis, Master's treatise, National Central University Department of Civil Engineering (2000) .
(in America) [6] Kuo,C-Y. , Rollings , R.S. and L.N Lynch: Morphological Study of Coarse Aggregate Using Image Analysis, Journal of Materials in Civil Engineering, ASCE (1998).

Unconfined Compressive Strength And Drying Shrinkage Of Cement Treated Recycling Base At Boyolali-Kartosuro Road Rehabilitation Ary Setyawan1, a, Anastasia Muda2,b and Sholihin As’ad,3,c 1Highway Laboratory Civil Engineering Department Sebelas Maret University, Surakarta 57126, INDONESIA 2 Civil Engineering Postgraduate Program Sebelas Maret University, Surakarta 57126, INDONESIA 3 Materials Laboratory Civil Engineering Department Sebelas Maret University, Surakarta 57126, INDONESIA acenase@yahoo.com, banastasia@yahoo.com, csholihin asad@sipil.uns.ac.id Keywords:. recycling, road base, compressive, shrinkage Abstract.
Autogenuous Shrinkage of Fiber Reinforced Lightweight Aggregate Concrete Containing Fly ash, Thesis at School of Civil Engineering, University of New South Wales, Australia

Effect of Side-web Slope on Loading Properties of Prestressed Continuous Box-girder Bridge with Changed Sections Fenglan Lia, Shimin Zhangb and Shiming Liuc School of Civil Engineering and Communication, North China University of Water Conservancy and Hydroelectric Power, Zhengzhou, Henan Province 450011, P.
Luo: Roadbed Engineering, No. 6 (2010), p133-135
Liu: Journal of Railway Engineering, No. 6 (2007), p34-38
Qiu: Normal Question Explain for Bridge Software MIDAS/Civil (China Communications Press, Beijing, 2009)
[8] Shanghai Tong-hao Civil Engineering Consultation Limited Company: Hand Book of Bridge Doctor, 2009

Mechanical Properties of Gypsum Matrix Reinforced with Recycled Fibers HLUBOCKÝ Lukáš1,a,∗, HRŮZA Jaromír1,b, NOVÁK Lukáš1,c and TOPIČ Jaroslav1,d 1Faculty of Civil Engineering, Czech Technical University in Prague, Thákurova 7, 166 29 Prague, Czech Republic alukas.hlubocky@fsv.cvut.cz, bjaromir.hruza@fsv.cvut.cz, clukas.novak@fsv.cvut.cz djaroslav.topic@fsv.cvut.cz, Keywords: Reinforced Gypsum; Recycled Tires; Gypsum with Steel Fibers; Resonance Method.
Acknowledgement Financial support from the Faculty of Civil Engineering, Czech Technical University in Prague (SGS project No.
The authors also thank the Center for Nanotechnology in Civil Engineering at the Faculty of Civil Engineering, CTU in Prague.

A Numerical Research on Diverse Cratered Film Cooling Hole Geometries Zongwei Zhanga*, Weijia Qianb and Jingmin Huc College of Aeronautical Engineering, Civil Aviation University of China, Tianjin, China azongweizhang@gmail.com (corresponding author), b1244141370@qq.com, celva99.hu@gmail.com Keywords: cratered hole, film cooling, cooling effectiveness, turbine blade, numerical simulation Abstract.
Acknowledgments This work was supported by the Fundamental Research Funds for the Central Universities (Civil Aviation University of China special, Project No. 3122014C006), the Scientific Research Startup Foundation of Civil Aviation University of China (Project No. 2013QD11S), and the Experiment Technology Innovation Foundation of Civil Aviation University of China (Project No. 02-14-03).
[4] Haven, B.A., et al., Anti-kidney pair of vortices in shaped holes and their influence on film cooling effectiveness. 1997, American Society of Mechanical Engineers. p.
Acharya, Improved Film Cooling Effectiveness With a Round Film Cooling Hole Embedded in a Contoured Crater. 2014, American Society of Mechanical Engineers. p.

Study on the Settlement Correction Coefficient in Seawall Engineering Based on In Situ Monitoring Data Jiongqi Yu1, a, Shenqiu Han2,b and Xiongwei Wu1,c 1 Zhejiang Institute of Hydraulics and Estuary, Hangzhou 310020，China 2 College of Civil and Transportation Engineering, Hohai University, Jiangsu Nanjing 210098, China ayujiongqi@163.com, bhanshenqiu@163.com, cskywxw@163.com Keywords: Seawall engineering, Soft foundation, Layerwise summation method, Settlement correction coefficient, In situ monitoring.
The selection mainly depended on the engineering geological and engineering experience of the designer, and it is lack of a scientific and systematic selection basis[3,4].
This will certainly trouble all of engineering and technical personnel and threat the quality and safety of seawall engineering.
In this paper two seawall engineering cases are enumerated.
This troubled all of engineers and technicians and threatened the quality and safety of seawall engineering.

The Damage Identification of Multilayer Frame Structure Containing Sheet Crack by Wavelet Analysis Deqing Guan1, a, Liang Liu2, b 1,2School of Civil Engineering and Architecture, Changsha University of Science and Technology Changsha 410076, China acsgdq@126.com, bllcjjuan@163.com Keywords: Damage identification, Frame structure, Sheet crack, Angle displacement mode, Wavelet transform.
Introduction With the rapid development of civil engineering and the increase of engineering accidents, monitoring, identifying for safety, durability and health status of the project structure is an important work.
Due to various reasons, cracks and aging may cause engineering accidents in frame structure during the using process.
In order to ensure the safety of people's lives and property, how to rapidly and effectively identify frame structure possible damage area and to timely grasp the security situation of frame structure, has become the hot issue in the field of engineer research.
Deeks: Engineering Structures Vol. 29 (2007) , p. 2806-2815 [4] Hongquan Li, Liang Dong and Xiling Lv: China Civil Engineering Journal Vol. 36 (2003), p. 52-57 [5] A.

Effect of Variant Water Pressure Loading on Soil Improvement by Vacuum Preloading Technique in Civil Engineering Aimin Liu1, a, Shuwang Yan2,b 1Tianjin University, Tianjin,China; CCCC Tianjin Port Engineering Institute, Ltd., 1002, Dagunan Road, Tianjin, China; Key Laboratory of Port Geotechnical Engineering, Ministry of Communications, Tianjin, China; Key Laboratory of Geotechnical Engineering of Tianjin, Tianjin, China 2 Tianjin University, Weijin Road No.92, Nankai district, Tianjin,China a liuaimin1987@163.com, b yanshuwang@tju.edu.cn Keywords: vacuum preloading; variant water pressure; intertidal zone; load Abstract.
This research aims to analyze the effect of variant water pressure on membrane on the soil improvement, and proposes the determination method of vacuum load for vacuum preloading technique in intertidal zones, serving as a valuable reference for engineering design.
Chinese Journal of Geotechnical Engineering, 2007, vol.29 (5), p. 644-649.

Analysis on Deformation of Foundation Excavation Considering of Time-space Effect Linna Sun1, a, Yan Liu2,b and Liming Zhang1 1 Department of Civil Engineering, Qingdao Technological University, Shandong, 266033, China 2 School of Civil Engineering and Architecture, Jinan University, Shandong, 250012, China asunlinna1979@163.com, bliuyan322@163.com Keywords: deep foundation pit, time-space effect, bar element method Abstract: Time-space effect always exsites in the soft soils deep foundation.
References [1] Liu Jianhang, Hou Xueyuan: Excavation engineering handbook.
[2] Liu Guobin, Huang Yuanxiong, Hou Xueyuan: China Civil Engineering Journal, 2001, 34(3): 97-102
[4] Fan Yiqun, SUN Wei, Liu Guobin: Underground Engineering and Tunnel, 1999(2): 2-8
[6] Jiang Hongsheng, Liu Guobin:Chinese Journal of Geotechnical Engineering, 1998, 20(6): 105-107.

A Multi-Point Approach to Airfoil Shape Optimization Kai Huang1, a, Zhi Jun Meng1,b and Jun Huang1,c 1 School of Aeronautic Science and Engineering, Beihang University, Beijing, China ahuangkai8815888@gmail.com, bmengzhijun@buaa.edu.cn, cjunh@china.com Keywords: Airfoil design, Euler equations, Genetic algorithm, Multi-point optimization Abstract.
Airfoil design is essential for civil aircraft.
To civil aviation, where aircraft speed is limited by drag divergence, airfoil design is especially important.