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An Analytical Model to Predict the Push-out Capacity of Mortar from Rock Block Shutong Yang Department of Civil Engineering, College of Engineering, Ocean University of China, Qingdao, P.R.China yangshutong1979@yahoo.com.cn Keywords: Push-out capacity, Mortar, Rock, Bond properties, Lagrange multiplier method Abstract.
Introduction Ground anchors have been very practical in civil and mining engineering, such as slopes, retaining walls, dams, tunnels, bridge abutments, underground excavations and reinforced concrete foundations [1, 2].
Shah: Journal of Engineering Mechanics (ASCE), Vol. 116(10) (1990), p. 2136-2150 [20] S.T.
Zheng: Engineering Fracture Mechanics, Vol. 75(5) (2008), p. 961-985

HENDRIKS2,b 1Delft University of Technology, Faculty of Civil Engineering & Geosciences, Netherlands 2FulDelft University of Technology, Faculty of Civil Engineering & Geosciences, Netherlands Norwegian University of Science and Technology, Trondheim, Norway aJ.G.Rots@tudelft.nl, bM.A.N.Hendriks@tudelft.nl Keywords: sequential linear analysis, masonry structures, softening.
It is directed towards engineering applications, with simple elastic-brittle input and simple output interpretation in terms of cracks and strains.
[9] Giardina G., van de Graaf A.V., Hendriks M.A.N., Rots J.G. (2013), “Numerical analysis of a masonry facade subjected to tunnelling-induced settlements”, Engineering Structures 54, pp. 234-247
Engineering Computations 30(6), pp. 792-801, 2013

Shanmugapriya3,c, Mahmoud Al-Khazaleh4,d 1Department of Chemistry, SRM Madurai College for Engineering and Technology, Sivagangai, India 630612 2Department of Civil Engineering, SRM Madurai College for Engineering and Technology, Sivagangai, India 3Department of Civil Engineering, Vel Tech Rangarajan Dr Sagunthala R&D Institute of Science and Technology, Chennai 600062 2Munib and Angela Masri Faculty Engineering, Aqaba University of Technology, Jordan anaga.susa83@gmail.com, bkrishnakumarpalaniappan1991@gmail.com, cdrpriyaj@veltech.edu.in, dmkhazaleh@aut.edu.jo Keywords: Potassium chloride, Glaserite, Ash analysis, Plant growth parameters and Amaranthus tender.

Free Vibration Analysis of Composite Material Plates "Case of a Typical Functionally Graded FG Plates Ceramic/Metal" with Porosities MERDACI Slimane1,a* 1Structures and Advanced Materials in Civil Engineering and Public Works Laboratory, University of Sidi Bel Abbes, Faculty of Technology, Civil Engineering and Public Works Department, Algeria.
The lightweight composite materials known as fiber-matrix laminated composites have been used successfully in aircraft, automotive, marine industries and other engineering applications.
[27] MERDACI Slimane “Study and Comparison of Different Plate Theory”; International Journal of Engineering Research And Advanced Technology (IJERAT); Vol.3 (Number 8), pp 49-59, (2017)
[29] Merdaci Slimane “Analysis of Bending of Ceramic-Metal Functionally Graded Plates with Porosities Using of High Order Shear Theory”; Advanced Engineering Forum; Vol.30, pp 54-70, (2018)

The engineering stress - engineering strain curve highlights the nonlinear behaviour of the polyurethane foams in compression, Fig. 2.
Negru, Key Engineering Materials, 385387 (2008) p. 205
Ibba: International Journal of Impact Engineering 34 (2007), p. 3
Mills: International Journal of Impact Engineering 28 (2003), p. 653
Mills: International Journal of Impact Engineering 25 (2001), p. 767

Design and application of rock bolt foundation in mountain cable crane Jinsheng Lei1,a, Xueting Cao1,b, Youwei Zeng1,c , Fei Liu1,d 1 College of Civil Engineering &Architecture, China Three Gorges University, Yichang 443002, China alei-jinsheng@163.com, b451217048@qq.com, cyouweizeng@sina.com, d854471345@qq.com Keywords: cable crane; anchor foundation; failure mode; group anchor effect.
Bolt foundation has been widely used in power transmission substation project, towering structure engineering and underground engineering[2].
Cheng: Chinese Journal of Rock Mechanics and Engineering (2005)
Zhao: Chinese Journal of Geotechnical Engineering (1999)
Zhao: Chinese Journal of Rock Mechanics and Engineering (2000)

The Hysteretic Behavior of Fiber Beam Element Model of Reinforced Concrete for Dynamic Explicit Analysis Xianhe Du, Xinpu Shen and Shengji Jin Architectural Engineering College, Shenyang University of Technology Shenyang, China E-mail: rico1984@126.com Keywords: Reinforced concrete; Fiber beam element; Finite element method; Hysteresis curve; Dynamic explicit Abstract.
Engineering Mechanics, 2007, pp.76-81
Shenzhen Civil Engineering and Architecture, 2007, pp.22-26
International Journal of Earthquake Engineering and Structural Dynamics, 1996

Effect Of Fly Ash on The Workability of Nondispersible Underwater Concrete Jishou Niua and Xianwei Mab Department of Civil and Material Engineering, Henan University of Urban Construction, Pingdingshan, 467000, China njs33@hncj.edu.cn a; feitian7799@163.com b Key Words: Fly Ash; Non-Dispersed Concrete; Workability Abstract: Effects of fly ash on the slump, slump loss with time, dispersibility and strength of nondispersible underwater concrete (NDC) were analyzed.
Fly ash is a widely used material in hydraulic engineering which can improve concrete fluidity and durability.
In this paper, the effects of fly ash on the slump, slump loss with time, dispersibility and strength of NDC are discussed and the properties in practical engineering are also introduced. 2.
Application 4.1 Engineering situation Cuihu high-rise residence lies beside Baiyun reservoir and foundation pit area and height is 3800m2 and 5.4m, respectively.

Analysis and Study of Construction Measures for Restraining Concrete Rust Expansion Crack Liying Peng1,a, Jun Wei2, Pengyu Wu2 and Teng Wang2 1School of Construction Engineering，Hunan Institute of Engineering，Xiangtan，China，411104 2School of Civil Engineering and Architecture，Central South University，Changsha，China，410083 axpxx123@sina.com Key words: Construction Measure; Rust Expansion Crack; Stirrup Spacing; Cover; Numerical Experiment; Surface Stress Abstract: Started from structure construction ,this paper carried out numerical analysis about the test members through computer simulation and studied the influence of cover thickness and stirrup spacing on the rust expansion crack by means of rapid electrifying for accelerating the corrosion of longitudinal reinforcement.
Journal of Wuhan University of Technology(Transportation Science & Engineering), 2009,33(2):257-259.

There are academic and scientific significances and bright prospects for the application in engineering. 2) By either calculated results or measured results, we can find that the vibration frequency of the long-span steel arch bridge is much smaller than that of arch bridge built with other materials.
So in the engineering design, more consideration for the external factors such as wind load and other occasional loads should be taken. 3) The maximum displacement response occurs in the middle of the main span under vehicle load, and the maximum dynamic displacement of deck fluctuates in a range.
(in Chinese ) [7] Wei Li: ANSYS Application Instance of Civil Engineering [M].Beijing: China Waterpower Press, 2007.
(in Chinese) [9] COINV, DASP-ET engineering software manuals, 2007.