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About the Possibility of Applying Coloured Soil-Cement in Making Road Pavement Layers Volodymyr Malikov1,a*, Yaroslav Panasiuk2,b and Volodymyr Strikha3,c 1,2Lutsk National Technical University, Lutsk, Ukraine, 3National University of Water and Environment Engineering, Rivne, Ukraine, avladmalikov@yandex.ua, byaruklutsk2000@ukr.net, cstricha_v@ukr.net Keywords: soil reinforcement by cement, color pigments for road pavements, coloured soil-cement, compression strength, complex mathematical design, mathematical model.
Light revealing architecture form - the role of light in contemporary interpolation, Journal of Applied Engineering Science. 14(1) (2016) 140-147
Murgul, Modern business strategy customer relationship management in the area of civil engineering, Applied Mechanics and Materials. 678 (2014) 644-647
Tretjakovas, Perspectives on using basalt fiber filaments in the construction and rehabilitation of highway pavements and airport runways, Baltic Journal of Road and Bridge Engineering. 11(1) (2016) 77-83
Murgul, The Mechanical Properties of Masonry Walls - Analysis of the Test Results, Procedia Engineering. 117 (2015) 870-878

Sørensen, Assessment of Time Functions for Piles Driven in Clay, DCE Technical Memorandum No 1 Denmark: Department of Civil Engineering, Aalborg University (2006)
John, Estimation of aging effects of piles in Malaysian offshore Locations, Journal of Engineering Science & Technology (JESTEC), Volume 12, Issue 4 (2017)
Krawinkler, Pushover Analysis: Why, How, When, and When Not to Use It, Convention of Structural Engineers Association, California (1996)
Coombs, Requalification Process for Existing Platforms Implications of Newly Acquire Criteria on Mitigation, Nineteenth International Offshore and Polar Engineering Conference Osaka, Japan (2009)
Kabir, Structural Integrity Management for Fixed Offshore Platforms in Malaysia, World Academy of Science, Engineering and Technology (2009).

Optimized Wang Tiles Generation for Heterogeneous Materials Modelling ŠEDLBAUER David1,a,∗, DOŠKÁŘ Martin1,b 1Department of Mechanics, Faculty of Civil Engineering, CTU in Prague, Thakurova 7/2077, 166 29 Prague, Czech Republic adavid.sedlbauer@fsv.cvut.cz, bmartin.doskar@fsv.cvut.cz Keywords: Heterogeneous Materials; Wang Tiling; Molecular Dynamics; Particle Swarm Optimization; Radial Distribution Function.
Such an approach has already found applications in various fields of interests e.g. computer graphics [5] and game industry or biomechanical engineering [6].
In material engineering there are only few research papers dealing with Wang tiling [7, 8] and its references which provides a space for further investigation.
A similar algorithm is introduced and described in next chapters for generation of Wang tiles for random heterogeneous materials composed of non-overlapped circular particles with identical radii within a matrix.Stochastic Wang Tiling Reconstructed planes in material engineering need not to be strictly aperiodic.
International Journal for Multiscale Computational Engineering, 2010, 8(5): 489-507.

Numerical Simulation of Vibration of Highway Cable-stayed Bridge with Steel Arch Tower due to Moving Vehicle Loads Xin Li1, a, Li Liang1, b and Fuchun Wang2, c 1College of Resources and Civil Engineering, Northeastern University, Shenyang 110004, China 2Shenyang Municipal Engineering Design and Research, Shenyang 110015, China alixin19831013@163.com, bll-neu@163.com, cwangfuchun1967@163.com Key words: cable-stayed bridge, vibration due to vehicle loads, dynamic amplification factor, parametric analysis, numerical method Abstract.
This has made it increasingly important for engineers to estimate accurately the dynamic effects of vehicles on the serviceability of existing bridges and in the design of new bridges.
Because of the restriction of theoretical level and computational method in early stages, dynamic loading test of bridge structure was extensively applied to engineering practice.
Chen, in: 2010 International Conference on Mechanic Automation and Control Engineering (2010), p. 4566

The Experimental Research of Slurry Improvement with Different Kinds of Vertical Drains under New Vacuum Conditions Chen Jian1,a, Tang Qiao Liang1, Liu Shi Jing1 1 CHEC China Harbor Engineering Company Ltd ajchen@chec.bj.cn Keywords: New vacuum conditions; vertical drain; energy efficiency; soft ground improvement Abstract.
Acknowledgements The work reported in this paper is funded by Open Research Fund Program of Beijing Higher Institution Engineering Research Center of Structural Engineering and New Materials, Beijing University of Civil Engineering and Architecture).
Prefabricated vertical drains flow resistance under vacuum conditions, Journal of Geotechnical and Geoenvironmental Engineering, Volume: 126 Issue: 1 (2000) Page: 1-9

Lamb Wave Based Monitoring of Fatigue Crack Growth Using Principal Component Analysis Ye Lu1, a, Mingyu Lu2, b, Lin Ye3, c, Dong Wang4, d, Limin Zhou2, e and Zhongqing Su2, f 1 Department of Civil Engineering Monash University Clayton, VIC 3800, Australia 2 Department of Mechanical Engineering The Hong Kong Polytechnic University Hong Kong SAR People’s Republic of China 3 Laboratory of Smart Materials and Structures (LSMS) Centre for Advanced Materials Technology (CAMT) School of Aerospace, Mechanical and Mechatronic Engineering The University of Sydney, NSW 2006, Australia 4 Beijing Aeronautical Science & Technology Research Institute Beijing 102211, People’s Republic of China a ye.lu@monash.edu (corresponding author), b 08900426r@polyu.edu.hk, c lin.ye@sydney.edu.au, d wangdong1@comac.cc, e mmlmzhou@inet.polyu.edu.hk, f mmsu@polyu.edu.hk Key Words: Fatigue crack growth, Principal component analysis, Lamb waves, Structural health monitoring Abstract
On the other hand, damage detection techniques based on guided waves with the concept of structural health monitoring (SHM) have proven success in identifying various types of damage in many engineering structures, using forward or inverse analyses [1].
Fatigue & Fracture of Engineering Materials & Structures, 2008. 31: p. 644–659

Over the past years, the penetration into concrete targets has received much attention due to its extensive application in both the civil and military domains, and now remains to be an active research field[4].
Due to this property, SFRPMC is attractive for engineering application.
Several applications are foreseen in which steel fiber reinforced polymer modified concrete will give the designer or engineer greater flexibility in choosing material for new construction, upgrading structures and repairing cracked or cratered roads, runway and structures.
Chemical Engineering Press, Beijing (2003)
Clem: submitted to Journal of Materials Research (2003) [5] Xinle Zhang, Hai Cao and Xiaohui Guo, Study on compressive stress-strain relationship of polymer-modified concrete, 2013 International Conference on Materials, Transportation and Environmental Engineering, August 21-23, 2013 [6] Gengying Li, Xiaohua Zhao, Chuiqiang Rong, and Zhan Wang, Properties of polymer modified steel fiber-reinforced cement concretes.

A Study on Constitutive Model and Parameters of Rock Slope Stability Yan Zhixin1，a, Duan Jian1,b, Jiang Ping1,c, Wang Houyu2,d 1Faculty of Civil Engineering and Mechanics, Lanzhou University, Lanzhou 730000 China 2 Air Force Engineering Design & Research Bureau, Beijing 100077 China a yzx10@163.com, b duanjianwufei@163.com, c jp61@163.com, d luckmanwang@yahoo.com.cn Keywords: rock slope, constitutive model, finite element method, Equivalent Mohr-Coulomb criterion, safety factor of rock slope Abstract.
The results are accurate enough for engineering projects.
of Second Internatinal Conferences on Soft Soil Engineering, 1996
Equal transform of Mohr-Coulomb Yield Criterion and it's use in slope analysis[J].Geotechncal Engineering technique. 2003, No.3 :155～159

Modeling of Fretting Wear Based on Cumulative Plastic Strain and Saturated Shear Stress Yong Liu1,a, Jinquan Xu 1,b, Yoshiharu Mutoh2,c 1 Department of Mechanics, School of Civil Engineering and Mechanics, Shanghai Jiaotong University, 800 Dongchuan Road, Minhang, Shanghai 200240, People's Republic of China 2 Department of Mechanical Engineering, Nagaoka University of Technology, Kamitomioka 1603-1, Nagaoka, 940-2188, Japan a liuyong004@sjtu.edu.cn, bjqxu@sjtu.edu.cn, cmutoh@mech.nagaokaut.ac.jp Keywords: fretting wear; cumulative plastic strain; fretting fatigue Abstract.
From the viewpoint of engineering application, a simple model of fretting wear, with global mechanical parameters or some other parameters which are easy to obtain, is strongly expected rather than that with transiting local parameters which only can be obtained by very complicated computations.
From the viewpoint of engineering application, however, a simple model of fretting wear, with global mechanical parameters which are easy to obtain, is strongly expected rather than that with transiting local parameters which only can be obtained by very complicate computations.
It is obviously that shear stress on contact interface at extreme state is easy to be obtained and it also catches the characteristic of the fretting wear as is presented above, thus choosing the shear stress as the parameter evaluating fretting wear is appropriate in engineering application.

Seismic Performance of Concrete-Filled Square Tubular Column and Reduced Steel Beam Joints Yanli Guo1,a，Xingyou Yao2,b 1 College of engineering, Guangdong Ocean University, Zhanjiang, China 524088 2College of civil engineering, Tongji University, Shanghai, China 200092 aguoyanlichd@126.com, byaoxingyoujd@163.com Keywords: Concrete-Filled Steel Square Tubular Column Beam-Column Joint; Reduced Beamsection, Nonlinear FEM; Seismic Performance.
Two new kinds of joints with holes in flange or flange and web are suggested to use for concrete-filled steel square tubular column and reduced steel beam in this paper, Seismic performance of these two new kinds of joints under monotonic and cyclic loading are analysis by finite element method (FEM), and the dimension of the new reduced beam joints with high stiffener, load-carrying capacity, good ductility, and energy- dissipating ability are suggested for engineering.
Four kinds of new RBS joints cutting hole in flange or flange and web are suggested to use in engineering.
Engineering Mechanics (in Chinese)，Vol. 21(1) (2004), p.61-69