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Evaluation of Critical Factors Influencing Resource Allocation in Indian Construction Projects M.P.Venkatesh1, a, S.M.Renuka2,b , Balasubramanian Malathi2,b C.Umarani3,c 1Research Scholar, 2Post Graduate Students, 3Associate Professor Department of Civil Engineering, Anna University,Chennai-600025, India am.pvenkatesh33@yahoo.com, brenukamuthalvan@gmail.com, cumarani@annauniv.edu Keywords: Resource allocation, construction projects, India Abstract.
Lo et al. [6] identified thirty causes of delay factors under seven categories namely client related, engineer related, contractor related, human behaviour related, project related, external factors and resource related in Hong Kong construction projects.
Al-Hazmi, , “Causes of delay in large building construction projects”, Journal of Management in Engineering, Vol. 11 ( 1995), No.2, p.45–50,
Journal of Construction Engineering and Management, Vol. 125 (1999), No3, p. 142–150
Tung, , “Construction delays in Hong Kong civil engineering projects”, Journal of Construction Engineering and Management Vol.132 (2006) , p. 636–649.

Landfill Site Work Performance Based on Residents Perceptions of Environmental Impacts: Case Study in Malaysia NIK DAUD Nik Norsyahariati1,aand AZIZ Ruslina1 1 Department of Civil Engineering, Engineering Faculty, 43400 Universiti Putra Malaysia, Serdang, Selangor, Malaysia a niknor@eng.upm.edu.my Keywords: Landfill, environmental impact, perceptions, questionnaires, work performance.
Journal of Engineering and Applied Sciences.
Bachelor Thesis, Department of Civil Engineering, Universiti Teknologi Malaysia, Malaysia (2007)
McCaffer, in: Discussion of ‘Assessment of Work Performance of Maintenance Contractors in Saudi Arabia’, Journal of Management in Engineering, ASCE, Vol. 13, No. 5 (1997)
Journal of Management in Engineering (1996)

The Strength and Microstructure of High Content FGD Gypsum-Fly Ash-Ground Granulated Blast Furnace Slag Composite Binder Kun Ni1&2, a, Shi Yun Zhong3, b, Yun Xing Shi*2, c, Yan Gang Zhang2, d 1State Key Laboratory of Coastal and Offshore Engineering, Dalian University of Technology, Dalian 116024, China 2 Technical Center, China State Construction Engineering Corporation, Beijing 101300, China 3Key Laboratory of Advanced Civil Engineering Materials of Ministry of Education, Tongji University, Shanghai 201804, China anikunun@126.com, b tjzhongshiyun@163.com, cyunxing_shi@sina.com, d273551408@qq.com Keywords: Compressive strength, Bending strength, XRD, SEM.
It is mainly used in civil engineering.
C-S-H gels and ettringite are the main hydration products Acknowledgements This work was financially supported by National Key Project of Scientific and Technical Supporting Programs of China (No. 2011BAE14B06) and China State Construction Engineering Co., Ltd.
Yang: Chemical Engineering Journal Vol. 174 (2011), p. 296

., 46, Belgorod, 308012, Russia 2Saint Petersburg State University of Architecture and Civil Engineering (SPSUACE), 2nd Krasnoarmeyskaya St., 4, St.
Introduction Nowadays, effective, durable and environmentally friendly materials with increased corrosion resistance are increasingly used in construction engineering.
Materials and Methods The article analyses the tests results on fungus resistance made on the materials of the composites used in construction engineering.
Drozd, Microscopic fungi as a factor of bio-damage in residential, civil and industrial buildings.
Duru Baykal, Antifungal activity of fabrics knitted by metalized Silver/Polyester composite yarn, IOP Conference Series: Materials Science and Engineering 254(5) (2017) 052005

Experimental Study on Fiber Concrete Lining in Tunnel with Seismic Dynamic Response Jia-mei ZHOU 1, a, Guo-wang MENG 1,b, Yao-yaoHu1,c, Cai-zhangXu1,d 1 Key Laboratory of Transportation Tunnel Engineering, Ministry of Education, School of Civil Engineering, Southwest Jiaotong University, Chengdu 610031, China a tmzjm@swjtu.edu.cn, b878223535@qq.com,c734948276@qq.com d 544862883@qq.com Keywords: fiber reinforced concrete; tunnel lining; seismic dynamic; model test Abstract: Sesmic dynamic response of Fiber Reinforced Concrete tunnel lining is studied in contrast to the plain concrete.
Fiber-reinforced concrete is a sort of composite material based on concrete, which is used widely in bridge, road surface and buildings and other civil engineering with the advantage of strengthen[2] , toughness, cracks resistance,shock resistance. [3,4] However,there is seldom study on the fiber-reinforced concrete used in tunnel ling sesmic resistance,so it is necessarily to study FRC sesmic behaviour applicated in tunnel ling sesmic resistance.
Nowadays, the fiber-reinforced concrete becomes one of the research focuses for its superior mechanical properties. 2.SHAKING TABLE MODEL TEST The shaking Table is provided by Institute of engineering mechnics china earthquacke administration harbin china,which maximum loading is 30t, maximum overturn moment is 75t.m, maximum accelerated speed is 1g in horizontal direction and 0.7g in vertical direction.
Acknowlegements This study is founded by the National Natural Science Foundation of China, NSFC (No.51078319) and the Fundamental Research Funds for the Central Universities（SWJTU11ZT33） References [1] Tianbin LI Tianbin.Failure Characteristics and Influence Factor Analysis Of Mountain Tunnels UNNELS at Epicenter Zones of Great Wenchuan Earthquake(in chinese), Journal of Engineering Geology2008,vol 16:742-750
[4] VASICS,SMITH I.Bridging Crack model for Fracture of Spruce .Engineering Fracture Mechanics,2002,vol69:745-760 [5] CECS13:2009 standard test methods for fiber reinforced concrete.

Edeh3c 1Dept. of Civil Engrg Ahmadu Bello University Zaria 810001.
Kaduna State Nigeria. 2Dept. of Civil Engrg.
Nigeria 3Dept of Civil Engrg.
Mater 8,110. (2007) [10] AASHTO: Standard specification for transportation materials and methods of sampling and testing, 14th Ed., Washington, D.C.(1986) [11] ASTM: Annual book of ASTM standards, Vol. 04.08, Philadephia. (1992) [12] British Standard Institute: Methods of testing soils for civil engineering purposes.
Electronic Journal of Geotechnical Engineering (EJGE) Vol. 11, (2006) – Bundle D.

Journal Of Materials In Civil Engineering, 20(3), 264-273
The Structural Engineer, 90(4), 38–44
ENGINEERING GEOLOGY, 107(3-4), 130-139
JOURNAL OF MATERIALS IN CIVIL ENGINEERING, 18(3), 472-476
Journal Of Materials In Civil Engineering, 16(5), 497-506.

Space truss structure is widely used in various engineering fields.
Finally both practical and economical factor was chosen to meet the engineering truss structure.
For horizontal transport, the small or medium-sized engineering generally use hopper or tank car, the large engineering commonly used truck, dump truck, or belt conveyor to transport; For vertical transportation, small or medium-sized engineering generally adopts chute, artificial double storehouse, mobile crane, transfer pump and other ways; large engineering generally use the tower crane, gantry crane, tower belt machine and mooring winch and so on.
In engineering, after choice C scheme, based on the truss rod again cross-section was further optimized.
Taiyuan University of Architecture and Civil Engineering, 14 (2001)

[3] Koutandos, E.V., 2007, “Hydrodynamic Analysis of a Skirt Breakwater”, Maritime Engineering, Vol. 160, Institute of Civil Engineers, pp. 121-133
[4] Li, D., Panchang, V., Tang, Z., Demirbilek, Z., and Ramsden, J., 2005, “Evaluation of an Approximate Method for Incorporating Floating Docks in Harbor Wave Prediction Models”, Canadian Journal of Civil Engineering, Vol. 32, pp. 1082 – 1092
“Wave Motion over a Breakwater System of a Horizontal Plate and a Vertical Porous Wall”, Ocean Engineering, Vol. 29, pp. 373-386
[9] Neelamani, S. and Gayathri, 2006, “Wave Interaction with Twin Plate Wave Barrier”, Ocean Engineering, Vol. 33, pp. 495-516
Ocean Engineering, Vol. 29, pp. 561-589

Carbon fiber material began to be applied in civil engineering since the 70s of last century.
Applications and development of fiber-reinforced polymer in engineering structures.
China Civil Engineering Journal. 2006, 39(3):pp24-36[in Chinese]
Shear tests of steel plates epoxy-bonded to concrete under temperature .Journal of Materials in civil Engineering, 2000, 12(1):74-80
The shearing resistance performance of reinforced concrete columns strengthened with CFRP [D].Jinan: Shandong Jianzhu University, School of Civil Engineering, 2009 [8] ISO-834.