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Numerical Analysis of reinforced concrete bridge panel fatigue based on Midas Dawei Zheng1,a, Yuhui Zhang1,b,Guanghua Li 1,c,Xu Zhang1,d,Lin Liu2,e 1Liaoning Technical University, Institute of Civil Engineering and Transportation, Liaoning Fuxin, 123000, China; 2Liaoning Technical University, Institute of Safety Science and Engineering, Liaoning Fuxin, 123000, China.
Bridge Engineer [M].
Engineering Structures, 2007, 29(4): 576-590
China Civil Engineering Journal(in Chinese),1997,30(5):20-27.

Effects of Warm Mix Asphalt (WMA) Additives on the Properties of WMA Mixtures Hong Zhu1, a, Zhaoxing Xie1,b, Wenzhong Fan2,c, Lili Wang2,d, Junan Shen1,3,e 1Suzhou University of Science and Technology, Suzhou, China 2 Suzhou Jiaotong Engineering Group, Suzhou, China 3Georgia Southern University, Statesboro, USA a731126000@163.com, bzxie@georgiasouthern.edu, c13606200163@139.com, dwanglili.1w972@163.com, eshenjunan@hotmail.com Keywords: Warm Mix Asphalt Additives of Sasobit, Evotherm and Rediset, Properties of Warm Mix Asphalt Mixtures, SK base asphalt and SBS modified asphalt Abstract.
Journal of Materials in Civil Engineering, Vol. 23, No. 9, 2011, pp. 1328–1337
Canadian Journal of Civil Engineering, Vol.37, No. 1, 2010, pp. 17-24
American Journal of Engineering & Applied Sciences.
International Journal of Pavement Engineering.

The degradation of saturated clay’s un-drained shearing deformation modulus under cyclic loading Wei Hu1,a, Jiajia Xu 2,b, Ying Zhang1,c 1 School of Civil Engineering and Architecture, Hainan University, 58 Renmin Road, Hai kou, Hainan, P.R.
China 570228 2 Department of Civil Engineering, Grid Engineering Design Branch Co.
Journal of Geotechnical Engineering, 106(GT10):1101-1120. (1980) [2] Gao Guang-yun, Gu Zhong-hua, Yang Hong-ming.
Engineering Mechanics, 18(4):123-129.( 2001, in Chinese) [5] Hu Wei, Huang Yi, Liu Zengrong.

Research student, University of Warwick UK 2Head of Development Technology group, Engineering Dept.
University of Warwick CV47AL UK 3Associate Professor, Department of Civil Engineering, Capital University of Science and Technology, Islamabad Campus, Pakistan af.qamar@warwick.ac.uk, bdrmajidali15@gmail.com Keywords: Masonry column, natural fibres, lateral loading, sisal fibres, plaster.
Civil and Structural Engineering. 2013, 6(3): 211-221
Journal of Engineering Structures.2010, 32: 2134-2145
Journal of Engineering Structures.2015, 92: 69-83.

Shrinkage in Cementitious Self-Levelling Floor Compounds Dalibor KOCÁB1,a* and Barbara KUCHARCZYKOVÁ1,b 1Brno University of Technology, Faculty of Civil Engineering, Veveří 331/95, 602 00 Brno, Czech Republic adalibor.kocab@vutbr.cz, bbarbara.kucharczykova@vutbr.cz Keywords: Shrinkage, Self-Levelling Floor Compound, Cementitious Material.
The methodology of measuring concrete and cement composite shrinkage has received increased attention over the recent years, both in the practice of civil engineering and among academics [4,5].
Hela, Rehabilitation of Floor Structures Using Foam Concrete, Procedia Engineering, 195 (2017) 108-113
Pőssl, Comparison of Measurements Methods Intended to Determination of the Shrinkage Development in Polymer Cement Mortars, Procedia Engineering, 195 (2017) 17-23 [7] E.
Misák, Experimental Analysis on Shrinkage and Swelling in Ordinary Concrete, Advances in Materials Science and Engineering, Hindawi Publishing Corporation, USA, ID 3027301, 2017

Mechanical and Transport Properties of High Volume UFA Cement Composites Xingyang He1,2,a*, Jianxiang Huang1,2,b, Ying Su1,2,c, Jin Yang1,2,d, Zhengqi Zheng1,2,e, Chen Zhang1,2,f, Xiongjue Wang3,g, Strnadel Bohumír3,h 1School of Civil Engineering, Architecture and Environment, Hubei University of Technology, Wu Han, China 2Building Waterproof Engineering and Technology Research Center of Hubei Province, Hubei University of Technology, Wuhan 430070, China 3Center of Advanced and Innovation Technologies, Faculty of Metallurgy and Materials Engineering, VŠB-Technical University of Ostrava, 708 33 Ostrava-Poruba, Czech Republic a*hexycn@163.com, b857999029@qq.com, ccbmasuying@163.com, djinyang@hbut.edu.cn, e1485723650@qq.com, f304237811@qq.com, gwangxiongjue@hotmail.com, hBohumir.Strnadel@vsb.cz Keywords: ultra-fine fly ash; Particle size; Electrical esistivity; Chloride ion permeability; Mechanical properties Abstract.
Arabian Journal for Science & Engineering 41.12(2016):4799-4808
Journal of Materials in Civil Engineering15.5(2003):443-451
China Ocean Engineering 23.2(2009):367-377. 163 (2000) 51-59.

Sonina, The principle of structure design on the base of steel fiber concrete with preset specified perfomance properties, International Journal for Computational Civil and Structural Engineering. 8(2) (2012) 108-117
Klyuyev, Experimental researches of fine-grained concrete constructions, Structural Mechanics of Engineering Constructions and Buildings. 4 (2011) 71-74
Pukharenko, V.Yu Golubev, About the fracture toughness of fibroconcrete, Bulletin of Civil Engineers. 3(16) (2008) 80-83
Moskovsky, Properties and design characteristics of the fiber concrete, Procedia Engineering. 150 (2016) 1536-1540
Gerasimova, Effect of the efficiency of dispersed reinforcement on the prismatic strength of heavy concrete, Engineering Bulletin of the Don. 8 (2020) 1-9.

The Different Road Surface Structure Combination Stress Contrast Analyse under the Axis Load Jianhong Gao Architecture and Civil Engineering School,UST Inner Mongolia,Baotou 014010,China gjh76219@163.com Keywords: Axis Load, Pavement Structure, Equivalent stress, Contrast analyse Abstract: Based on the multi-layer elastic system theory , a large general used finite element software is used to analysis in the paper.
The wheel load is treated as circular & average distributing load in engineering design, namely double-round load.
Roadbed and road surface engineering[M].
Beijing: people traffic publishing company,2006 [3] Jianhong Gao. submitted to advances in civil engineering, 2011,8,part5,p.3371-3375 [4] Jianhong Gao. submitted to Sustainable Environment and transportation, 2012, 7, part2, p.3971-3975 [5] Jianhong Gao. submitted to Proceedings of the twelfth international symposium on structural engineering,2012.11,p.886-889

Influence of Polypropylene Fiber in Strength of Foamed Concrete Josef Hadipramana1,a, Abdul Aziz Abdul Samad1,b, Ahmad Mujahid Ahmad Zaidi2,c, Noridah Mohammad1 and Wirdawati1 1Faculty of Civil and Environmental Engineering Universiti Tun Hussein Onn Malaysia, Parit Raja- Batu Pahat 86400, Johor-Malaysia 2Departement of Mechanical Engineering, Faculty of Engineering Universiti Pertahanan Nasional Malaysia, Kem Sungai Besi 5700, Kuala Lumpur-Malaysia ahdjosef@yahoo,com, bazizs@uthm.edu.my, cmujahid@upnm.edu.my Keywords: foamed concrete, polypropylene, fiber, compressive strength, splitting tensile strength.
Acknowledgment This author would like to thank the Univeristi Tun Hussein Onn (UTHM), Johor Malaysia and acknowledgment the research and staffing resources provided by the Faculty of Civil and Environmental Engineering of the Universiti Tun Hussein Onn (UTHM) Malaysia.
Materials Science and Engineering: A, 2009. 527(1-2): p. 198-204.

An Experimental Study on Effect of Lime and Geogrid in Pavement Thickness Gandhimathi A1,a, Aravind R2,b 1Asso.prof, Department of Civil Engineering,Kumaraguru College of Technology, Coimbatore, India. 2Department of Civil Engineering, Kumaraguru College of Technology, Coimbatore, India.
Yet because of its universal availability and its low cost winning it offers great opportunities for skilful use as an engineering material.
However the soil at any particular locality is unsuited, wholly or partially, to the requirements of the construction engineer.
It is one of the most important engineering properties of soil for design of sub grade of roads.
This total work includes collection of data analysis various flexible and rigid pavement designs and their estimation procedure are very much useful to engineer who deals with highways.