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Research on Settlement of Road on very soft Soil Foundation YAN Shu-wang, ZHANG Li-li and SUN Li-qiang School of Civil Engineering Tianjin University Tianjin, China yanshuwang@tju.edu.cn Keywords:very soft soil, foundation, road, settlement, wavy failure Abstract.
Engineering practice has shown that serious problems will arise to the road after a short term of operation, even the foundation of the road has been deliberately treated.
Engineering practice indicates that this part of settlement can not be ignored, especially for the roads constructed on very soft soil foundation.
Settlement observation and analysis on the soft soil foundation of Tanggang Highway[J].Road Foundation Engineering, Vol 2, pp.5–6, 2009 (in Chinese) [2] Zhe X.S.
Settlement characteristics of highway on marine facies soft soil foundation[J], Road Foundation Engineering, Vol 4, pp.32-34, 2007 (In Chinese).

Introduction With the unique characteristics of ultra capability of bearing loads and saving building material, arch dam is a best selection for hydraulic engineering.
The engineering real case had tested feasibility and correctness of the method, which provide a new path to get dynamic reliability analysis of similar engineering.
Wong: Slope reliability and response surface method, Journal of Geotechnical Engineering, Vol. b111 (1985) No.1, p.32-53
Yu: Concrete face rock fill dam reliability calculation method, Journal of Geotechnical Engineering, Vol. 26 (2004) No.4, p.468-472.
Zhou: Dynamic analysis of high arch dam and abutment stability research, Journal of rock mechanics and Engineering, Vol. 26 (2007), p.3421-3426

Composites Part B: Engineering, 33 (2002), pp. 559-566
International Journal of Impact Engineering, 36 (2009), pp. 81-91
International Journal of Impact Engineering, 48 (2012), pp. 54-64
Engineering Fracture Mechanics, 68 (2001), pp. 1839-1887
Engineering Fracture Mechanics, 68 (2001), pp. 1797-1822

References [1] C.Cetinarslan, A study on influences of some process parameters on cold drawing of ferrous wires, Indian Journal of Engineering and Materials Sciences (IJEMS), 19 (2012) 221-228
Jiang, Deformation of dual-structure medium carbon steel in cold drawing, Materials Science & Engineering A, 583 (2013) 78–83
Janosec, et al., Microstructure and Mechanical Properties of Cold Rolled, Annealed HSLA Strip Steels, Archives of Civil and Mechanical Engineering, 7 (2007) 29-38
Prioul, Cold Drawn Steel Wires—Processing, Residual Stress and Ductility—Part I: Metallographic and Finite Element Analyses, Fatigue Fracture Engineering Material Structure, 29 (2006) 243-253
Oluwole, Mechanical Properties of Cold-Drawn Low Carbon Steel for Nail Manufacture: Experimental Observation, Research Journal of Applied Sciences, Engineering and Technology, 5 (2013) 118-122.

Investigation of Tensile and Hardness Properties of Luffa Acutangula and Cocos Nucefera Reinforced Composite S.Sridhar1,a, S.Nandhakumar2,b and C.Selva Kumar3,c* 1Professor, Department of Automobile Engineering, RVS Technical Campus-Coimbatore, Coimbatore – 641 402 2Professor, Department of Mechanical Engineering, Dr.N.G.P Institute of Technology, Coimbatore – 641 048. 3Assistant Professor, Department of Mechanical Engineering, Dr.N.G.P Institute of Technology, Coimbatore – 641 048.
International Journal of Innovative Research in Science, Engineering and Technology 5( 7), 66-70 (2016)
IOSR Journal of Mechanical and Civil Engineering, e-ISSN: 2278-1684, 7-11 (2017)
[3] Bhoopathi, R., Ramesh, M., Deepa, C.: Fabrication and property evaluation of banana-hemp-glass Fiber reinforced composites, Procedia engineering 97, 2032-2041 (2014)
Composite's proceeding engineering 51, 745-750 (2013)

Yield Penetration Displacement of Lightly Reinforced Concrete Columns ARI Wibowo1, a *, JOHN Wilson2, NELSON Lam3 and EMAD Gad2 1Department of Civil Engineering, Faculty of Engineering, Brawijaya University, Malang, Indonesia 2Faculty of Science, Engineering and Technology, Swinburne University of Technology, Hawthorn 3122, Australia 3Department of Infrastructure Engineering, University of Melbourne, Parkville 3010, Australia aariwibowo@ub.ac.id Keywords: yield penetration displacement, bond slip, reinforced concrete column Abstract.
Engineering Structures Journal, Elsevier, Volume 59, February 2014, pp 522–535 [3] Wibowo A, Wilson JL, Gad EF, and Lam NTK. 2010.
Engineering Structures Journal, Elsevier.
Australian Journal of Structural Engineering, Vol. 11, no. 3, pp 177-193.

Experimental Research on the Change of Soft Soil’s Strength and Deformation Characteristics Caused by Dewatering Hua Yuan1,a, Jianwei Zhang1,b, Zhiliang Zhao2,c 1School of Civil Engineering and Architecture, Henan University, Kaifeng, 475004, P.R.
Introduction Well-point dewatering not only lower the groundwater level of construction site, drain water-containing soil, decrease water content, but also can improve its engineering properties and enhance the soil shear strength.
Shanghai existing engineering experience shows that the strength of clayey soil with thin sand layer inclusion or interbedded sandy soil can be enhanced by 30%, one month after well-point dewatering.
Effect of engineering dewatering on soil behavior parameters is not only limited to the increase of undrained shear strength, elastic modulus of soil also will change.
Y.: Journal of Geotechnical and Geoenvironmental Engineering, ASCE.

Study on crack spacing and width of expansive soil due to evaporation Junhua WU1, a, Song YANG2, b 1College of Civil Engineering and Architecture, Nanchang Hangkong University, Nanchang 330063, China 2College of Hydraulic and Architectural Engineering, Yunnan Agricultural University, Kunming 650201, China awjh0796@126.com, bayscliff007@126.com Key words: evaporation, crack, maximum spacing and width, expansive soil Abstract.
The final shapes of cracks are much concerned in practical engineering.
The final spacing and width of crack are mainly concerned in practical engineering.
Chinese Journal of Geotechnical Engineering, 2006, 28(2): 241-248
Chinese Journal of Geotechnical Engineering, 2007, 29(5):743-749

Mechanical and Shape Memory Behavior of Shape Memory Polymer/carbon Fiber Composite Materials Zhenqing Wang1, a,Jianming Guo1,b ,Xiaojun Tang1,c,Lu Zhang1,d and Wenyan Liang1,e 1 College of Aerospace and Civil Engineering, Harbin Engineering University, Harbin, China awangzhenqing@hrbeu.edu.cn, bguojianming251@126.com, ctangxiaojun2214@163.com, dlulu1989429@126.com, eliangwenyan@hrbeu.edu.cn Keywords: Shape memory polymers; Composite materials; Carbon fiber.
Shape memory polymers (SMPs) have drawn wide attention of many researchers for its potential applications to shipping industry, aerospace, bionics engineering and mechanical engineering.
Materials Science and Engineering A 527 (2010) 2510–2514

Research on Chloride ion Diffusion of Concrete Water-based Capillary Crystalline Waterproofer and Its Penetration Depth by Using Electron Microscope Xin Xiao 1，a*, Qisen Zhang2,b, Xiaoye Liang 3，c, Xiaoning Zhang 1，d ， 1 South China University of Technology , Guangzhou 510640,China 2 Changsha University of Science& Technology, Changsha 410076, China 3CRCC Harbour & Channel Engineering Bureau Group CO.
，LED，Zhuhai 519070，China axiaoxin5230302@sina.com, bcszcgz420@sina.com, croadwaygz@163.com,dprozxn@163.com Keywords：Highway engineering；Chloride ion；Water-based capillary crystalline waterproofer；Durability；Electron microscope Abstract: In order to improve the durability of concrete structure, studying reduction effect that water-based capillary crystalline waterproofer has on chloride ion diffusion coefficient in the concrete;  analyse the inner microstructure of concrete by using electron microscope, and observe the penetration depth of waterproof agent in concrete directly.
Introduction Reinforced concrete structures, combining the advantages of steel rods and concrete, is the preferred design of civil engineering structures, whose application is remarkably broad in scope, and it has turned out to be the largest amount of building materials in the world[1,2].
[J].Engineering Journal of Wuhan University, 2012,5(Supplement):52-55.