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Kamarun4,d 1,2,3Faculty of Civil Engineering, Universiti Teknologi MARA,40450,Shah Alam, MALAYSIA 4Faculty of Applied Science, Universiti Teknologi MARA,40450,Shah Alam, MALAYSIA aeka@salam.uitm.edu.my, bjuraidah@salam.uitm.edu.my, cdrahmadkamil@salam.uitm.edu.my, ddzaraini@salam.uitm.edu.my Keywords: Stone mastic asphalt, polymer modified binder, nanopolyacrylate, nanocomposite.
Shafiee, Physical Properties of Modified Asphalt Binder with Nanopolyacrylate ( NPA ), in International Civil and Infrastructure Engineeering (InCIEC 2013) (2013)

Gain and Phase Loci of Transfer Functions of Coils The signal characteristics of the inside coaxial sensing coil are well known to eddy current test engineers [1-2].
NDT in Civil Eng, Vol.1, Berlin, Sep. (1995), p.721
NDT in Civil Eng, Vol.1, Berlin, Sep. (1995), p. 737

Carbon Fibre/Silicon Composite Sensors for Concrete Structural Health Monitoring in Compression Lili Yanga, Yongquan Zhangb, Yong Gec,*, Qinghua Zhud, and Ce Zhange School of Transportation Science and Engineering, Harbin Institute of Technology, Harbin 150090, P.R.
Introduction Structural health monitoring (SHM) and damage detection tools have been urgently needed for civil infrastructures/systems due to the increased awareness of economic and social effects of deterioration resulting from the coupling effect of long-term, fatigue and mutation [1-3].
Liu, Review paper: health monitoring of civil infrastructure, Struct.

Parametric Study of Cable Deflection and Gravity Stiffness of Cable-Stayed Suspension Bridge Guoping Xia1, a 1College of Civil and Hydraulic Engineering, Ningxia University, Yinchuan 750021, China axiaguoping_nxdx@163.com Keywords: Cable-stayed Suspension Bridge; Gravity Stiffness; Parametric Study Abstract.

Internal Force and Deformation Analysis of Steel Structure Construction Process of Hefei XINQIAO International Airport Terminal Haiying Wan1, a, Lin Ma1, b 1 School of Civil Engineering, Hefei University of Technology, Hefei 230009, China awanhy8858@163.com, bmalingoye@126.com Keywords: Hefei xinqiao international airport; Steel box girder; Tube truss; Construction simulation; Sap2000 Abstract.
The steel structure engineering of Hefei xinqiao international airport terminal is large span special-shaped steel structure, this paper simulate the construction process and analyze the internal force and deformation.
The steel structure in this engineering apply the subsection hoisting construction schemes, use the large-tonnage crawler crane and tower crane as vertical transportation tools.

Research Status and Prospect of Recycling of Waste Concrete for Sustainable Development Chao You1, a, Guanjun Liang1, b, Yongxiang Zhu1, c 1 Department of Civil Engineering, Chuzhou Vocational and Technical College;Chuzhou City, Anhui Province, 239000, P.R.China aemail:youchao23@163.com, bemail: lgj52002@yahoo.com, cemail: 114951066@qq.com Keywords: Waste concrete; Sustainable Development; Regeneration; Recycled Aggregate Concrete; Abstract.
This paper briefly introduces the research status of waste concrete recycling, and points out the current waste engineering application research status and existing problems of the concrete utilization.
In order to more in-depth understanding of the recycled concrete is still need to be strengthened further study and more system of recycled concrete structure, which is great significance for the promotion and the application in engineering.

Fattah3,c 1Civil Engineering Department, University of Kufa, Iraq.: 2Civil Engineering Department, University of Kufa, Iraq. 3Civil Engineering Department, University of Technology, Baghdad, Iraq.
[10] BS 1377 - 1990: “Methods of Testing Soils for Civil Engineering Purposes”.
“Design Considerations for Collapsible Soils,” Journal of the Geotechnical Engineering Division, American Society of Civil Engineers, Vol. 107, GT3, pp. 305-317
A., (2013), “Treatment of Collapse of Gypseous Soils by Grouting”, Proceedings of the Institution of Civil Engineers, Ground Improvement Journal, UK, DOI: 10.1680/grim.11.00020, Vol. 166, Issue GI1, pp. 32-43
“Stability of Loess”, Engineering Geology, 25, pp. 247-261

Application of Comprehensive Evaluation Method to Foundation Pit Engineering Jianxin Zhang 1, a, Jiali Dai 1,b and Last Bin Liu 1,c 1 Department of Civil Engineering; Tianjin Institute of Urban Construction; Tianjin Key Laboratory of Sofe Soil Characteristics and Engineering Environment; Tianjin 300384; China; a zh-jianxin@126.com, b175571417@163.com, csoftrain2008@163.com Keywords: foundation pit; surrounding environment; monitoring; fuzzy synthetic evaluation Abstract.
Chinese Journal of Geotechnical Engineering, 2006, 28(1):1912-1915.In Chinese
Chinese Journal of Geotechnical Engineering, 2010, 32(2):590-593.
Chinese Journal of Underground Space and Engineering,2006,2(1):13–20.
Chinese Journal of Underground Space and Engineering, 2010, 2(6):400-405.

Seismic Performance Analysis of a Hollow Tower Structure with Three Prismatic Section Luping Yi1, a and Jing Ji2, b 1 The Architecture Engineering Department, Qinhuangdao college of Northeast Petroleum University, Qinhuangdao, HeBei, 066004, China 2 The civil and Architecture Engineering college, Northeast Petroleum University, Daqing, Heilongjiang, 163318, China aJijing1977@163.com, bJlqjjdoudou@163.com Keywords: Symbol Tower, Time-history analysis, Natural Vibration Characteristics, ANSYS.
These can provide reference for the same type of engineering design.
Engineering Survey The construction site is in Qiqihar City Plaza and its body structure elevation is 14.1m.
Vol.27 (2003), p.71 (in Chinese) [6] Jiangang Sun and Lijian Zhou: Earthquake Engineering and Engineering Vibration.Vol.41 (2009), p.24 (in Chinese) [7] Yan Zhang : Research on seismic response of vertical cylindrical storage tanks.

The Applied Research of Underwater Vacuum Preloading Method in Soft Soil Foundation Yuqin Feng1,a, Lu Zhang 2,b 1The school of Architecture and Civil Engineering , Inner Mongolia University of Science & Technology, Baotou 014010, China 2The Nuclear Industry 208 Battalion, Baotou 014010, China abtfyq@126.com, bzllxy_love@126.com Keywords: Foundation treatment, Vacuum preloading, Site test, Shear strength Abstract.
On the basis of engineering project using underwater vacuum preloading method to strengthening the soft foundation, under the specific geological conditionsthis article analyzes the construction technology and reinforcement mechanism of underwater vacuum preloading of the soft soil foundation.
Introduction With the development of high heavy buildings in coastal cities, Traditional foundation treatment methods cannot satisfy the requirement of engineering practice, Some composite foundation treatment methods and new foundation treatment technology have been applied in engineering practice.
The soft soil foundation underwater vacuum preloading is one of composite foundation treatment technology.The water pulled out when vacuum is as a heap of cargo stack preloading, using the vacuum produced by negative hydrostatic pressure and the membrane water load, to speeding up the progress of consolidation and the strength of the soft soil.In order to develop and disseminate underwater vacuum preloading technology, combining an engineering example in the coastal area, this article analyzes the application problems reinforcement mechanism of underwater vacuum preloading technology handing soft ground and evaluates of reinforcement effect Project Overview The project is a more multi-storey, small high-level, high-rise and high-rise residential buildings in China, in which the main residential area is 11~32 layer, 41~100 m above the ground, has 1~2 layers basement embedded in the depth of 7.20 m.
In engineering construction of Underwater vacuum preloading method, vacuum conditions need to extract a large number of groundwater, together with auxiliary seal measures of membrane.