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Horizontal Friction Parameters in Soil – Structure Interaction Tasks Radim Cajka Faculty of Civil Engineering Department, Department of Structures VSB – Technical University Ostrava, L.
Topping, (Editor), "Proceedings of the Eleventh International Conference on Civil, Structural and Environmental Engineering Computing", Civil-Comp Press, Stirlingshire, UK, Paper 18, 2007.
Tsompanakis, (Editors), "Proceedings of the Thirteenth International Conference on Civil, Structural and Environmental Engineering Computing", Civil-Comp Press, Stirlingshire, UK, Paper 208, 2011.
Topping, (Editor), "Proceedings of the Eighth International Conference on Engineering Computational Technology", Civil-Comp Press, Stirlingshire, UK, Paper 114, 2012.
Barros, (Editors), "Proceedings of the Twelfth International Conference on Civil, Structural and Environmental Engineering Computing", Civil-Comp Press, Stirlingshire, UK, Paper 121, doi:10.4203/ccp.91.121, (2009).

Computer-aided Civil and Infrastructure Engineering, 2006, 21 (3): 179-92
China Civil Engineering Journal, 2006, 39(2): 46-52.
Computer-Aided Civil and Infrastructure Engineering, 2013, 28(3): 193-209
Computer-Aided Civil and Infrastructure Engineering, 2006, 21(4): 242–257
Computer-Aided Civil and Infrastructure Engineering, 2012, 27(6): 439-454

The retirement of vehicle is a complicated system engineering, there are many factors affecting the process and it involves many areas.
Based on the new standard of civil vehicle scrapping in China, many scholars have carried on a series of researches on our troops vehicles.
The grade of combat vehicle, transition to civil service , scrapping , the rank of maintaining and the interval of overhauling, etc. are divided through accumulated mileage of vehicle.
According to formula (2), if the age limit of vehicle that are transferred to civil service after retired is ascertained as t years, then in t years, the number of vehicles that are transferred to civil service after retired satisfies the equation: .According to formula (3), the number of vehicles that reach scrapping state satisfied the equation: . 3.
The retirement of vehicle is a complicated system engineering, there are many factors affecting the process and it involves many areas.

Stress-Strain Properties of Engineered Cementitious Composites (ECC) Exposed to Sulfate Dry-Wet Cycle Yudong Han1,a, Zhenbo Wang2,b *, Zijie Hong2,c , Jianping Zuo2,d, Chang Liu2,e, Zishan Zhang2,f 1China Jingye Engineering Co., Ltd., Beijing 100088, China 2School of Mechanics and Civil Engineering, China University of Mining and Technology, Beijing 100083, China ahanyudong@cribc.com, bwangzb@cumtb.edu.cn, chongzijie2010@126.com, dzjp@cumtb.edu.cn, ezqt1700601012g@student.cumtb.edu.cn, fsqt1700601022@student.cumtb.edu.cn Keywords: Engineered cementitious composites, drying-wetting cycles, sulfate attack, stress-strain.
Introduction Concrete is increasingly applied to marine engineering infrastructure such as bridges and subsea tunnels.
Li, From micromechanics to structure engineering-the design of cementitious composites for civil engineering application.
JSCE Journal of Structure Mechanics and Earthquake Engineering. 10(1993) 37-48
Guo, et al, Engineered cementitious composite with characteristic of low drying shrinkage, Cement and Concrete Research. 39(2009) 303-312

Viscoelastic Properties of Field-aged Cores Meng Ling1 a 1Graduate Research Assistant, Zachry Department of Civil Engineering, Texas A&M University, College Station, Texas, 77843 a mengling@tamu.edu Keywords: asphalt mixture, stiffness gradient, field-aged.
However, it is not accurate to estimate the full asphalt mixture because as usual the pavement engineers can only extract the binder from it, not the mixture.
Lawrence, Complex stiffness Gradient Estimation of Field-Aged Asphalt Concrete Layers Using the Direct Tension Test, Journal of Materials in Civil Engineering(July 2012) [2] R.
Ruth, Laboratory Aging Methods For Simulation of Field Aging of Asphalts, Journal of Materials in Civil Engineering (1996) [5] Y.
Civil Engineering, 22(8)

Preface Dear Distinguished Authors and Guests, The Organizing Committee warmly welcomes you to 2013 the 2nd International Conference on Mechanical Engineering, Materials Science and Civil Engineering (ICMEMSCE2013) (TTP Conference ID: 919), held on 25-26 Oct., 2013 in Beijing, China.
The aim of the ICMEMSCE2013 is to present the latest research and results of scientists (professors, students, PhD Students, engineers, and post-doc scientist) related to Mechanical Engineering, Materials Science and Civil Engineering topics.
The main conference themes and tracks are Mechanical Engineering, Materials Science and Civil Engineering: Mechanical Engineering, Material Engineering, Manufacturing and Design Science, Mechatronics, Information and Automation, Modeling, Simulation, Civil Engineering.

Analysis of Bored Piles' Field Test Results Lidiia Kondratieva1,a*, Vladimir Konyushkov1, Le Van Trong1, Vladimir Kirillov1 1Saint Petersburg State University of Architecture and Civil Engineering, Saint Petersburg, Russia akondratjevaln@yandex.ru Keywords: load-bearing capacity, design.
[7] Hoľko, M., Stacho, J., Comparison of numerical analyses with a static load test of a continuous flight auger pile, Slovak Journal of Civil Engineering. 22 (4) (2014) 1–10.
[15] Konyushkov, V.V., Ulitsky, V.M., Evaluation of bored injection piles bearing capacity, Bulletin of Civil Engineers. 2 (11) (2007) 52–57
[18] Thounaojam, S. and Parbin Sultana, Prediction of bearing capacity of bored cast- in situ pile, Journal of Mechanical and Civil Engineering, 2015, pp. 1–6
Evaluation and analysis of bearing capacity of bored piles and deep-laid pile-barrette for a high-rise building on loose grounds based on calculations and field tests, International Journal for Computational Civil and Structural Engineering. 14 (2) (2018) 109–116.

Introduction With the rapid development of social needs and building materials, construction techniques, the number of major civil engineering structures and a variety of infrastructure, height and span records are constantly being refreshed and yen beneficial to large-scale, complex, intelligent direction development of.
As a structure common in civil engineering, concrete structures are widely used in the construction industry, such as multi-layer, high-rise and high-rise building construction, large-span bridge structure, large-scale water conservancy projects just as shown in Fig.1.
Therefore, the structure of the health status of major projects throughout the service period of the real-time online monitoring, effectively avoid hazards caused by unexpected incidents, to ensure the security, integrity, serviceability and durability of the structure, to become the future health of the world of civil engineering structures monitoring and damage identification technology in cutting-edge research content is very important and necessary requirement.
Development of ideas and smart structures appear smart materials (such as piezoelectric materials, optical sensors, magnetostrictive materials and cement-based smart composite materials, etc.) based on the study of civil engineering structures provides long-term, real-time health monitoring and damage detection techniques new methods and effective way, it has a significant advantage to make up for the traditional NDT techniques defects, achieved a more fruitful stage of research results.
Rahman: Procedia Engineering, Vol.41 (2012), p.600-606 [9] K.

Treatment of Well Point during Numerical Analysis about Water Pumping Hua Yuan1, a, Chao Yan1, b 1School of Civil Engineering and Architecture, Henan University, Kaifeng, Henan, 475004, China ayuanhuazzl@163.com, byan_chao_78@163.com Keywords: Field pumping test, Well point, Drainage substructure, Impermeable, Principle of equal perimeter.
However well pumping is still inevitable in civil engineering circles due to its effective role on groundwater control.
Deng: Chinese Journal of Rock Mechanics and Engineering.
Zhang: Chinese Journal of Geotechnical Engineering.
Wu: Chinese Journal of Geotechnical Engineering.

Experimental tests of the UHPC in triaxial compression Filip Vogel1,a, Radoslav Sovják1,b and Marcel Jogl1,c 1Faculty of Civil Engineering, CTU in Prague, Thákurova 7, 166 29 Prague 6, Czech Republic afilip.vogel@fsv.cvut.cz, bsovjak@fsv.cvut.cz, cmarcel.jogl@fsv.cvut.cz Keywords: Ultra high performance concrete, triaxial compression.
The examined ultra high performance concrete was developed at the Faculty of Civil Engineering at CTU in Prague from the components locally available in the Czech Republic without using any special mixing technique or curing procedure.
This ultra high performance concrete used in this study was developed at the Experimental Center at the Faculty of Civil Engineering at the Czech Technical University in Prague.
Experimental program - triaxial chamber Triaxial chamber available at the Faculty of Civil Engineering at the CTU in Prague was used for testing cylindrical samples in multi-axial stress state.
Brown, A Study of the Failure of Concrete under Combined Compressive Stresses in Bulletin No.185, University of Illinois, Engineering Experimental Station, Urbana, Ill., 1928