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Mechanical Properties of Water-Permeable Concrete using Coated Recycled Aggregates and Material for Performance Improvement Young-Il Jang1,a, Yun-Yong Kim2,b, Wan-Shin Park1,c 1Department of Construction Engineering Education, Chung-nam National University, 99 Daehak-ro, Yuseong-gu, Daejeon, Republic of Korea 2Department of Civil Engineering, Chung-nam National University, 99 Daehak-ro, Yuseong-gu, Daejeon, Republic of Korea a jang1001@cnu.ac.kr, b yunkim@cnu.ac.kr (Corresponding author), c salshin@cnu.ac.kr Keywords: Recycled Aggregate, Coating, Water-Permeable Concrete, Strength, Durability Abstract.
[3] S.H.Han: Magazine of the Korean Society of Road Engineers Vol.8(2006), pp.37-41

Experimental Study on Seismic Behavior of Full-scale New Steel Truss Coupling Beams Qian Lina, Zhiheng Deng b, Guangxian Tang c College of Civil and Architecture Engineering,Guangxi University, Nanning, 530004,China ahoholinq@126.com, bdengzh@gxu.edu.cn, ctgxian@163.com Keywords: Steel Truss Coupling Beam; Hysteretic Curve; Energy Dissipation Capacity; Seismic Performance Abstract.
Rassati: Journal of Structural Engineering.
DECEMBER (2007),P.1801-1807 [3] Harries Kent A., Gong Bingnian, Shahrooz Bahram M.: Earthquake Spectra, Vol.16(4)(2000),P.779-799 [4] Harries KA: Earthquake Spectra.Vol.17(3)(2001),P.457–78 [5] Wan-Shin Park, Hyun-Do Yun, Sun-Kyoung Hwang, Byung-Chan Han, Il Seung Yang:Journal of Constructional Steel Research.Vol.61(2005),P. 912-941 [6] Wan-Shin Park, Hyun-Do Yun: Nuclear Engineering and Design.

Veselý 1,c 1 Brno University of Technology, Faculty of Civil Engineering, Institute of Structural Mechanics, Brno, Czech Republic a sobek.j@fce.vutbr.cz, b pail.t@fce.vutbr.cz, c vesely.v1@fce.vutbr.cz Keywords: Crack, near-crack-tip fields, Williams series, higher-order terms, Java application, quasi-brittle fracture.
Seitl: Engineering Failure Analysis (2013), p. 82 [7] JavaTM.
Knésl: Engineering Fracture Mechanics, Vol. 75, Issues 3–4 (2008), p. 857

Triaxial test study on Marine Sediments Sample with Simulated Combustible Ice Xiaoliang Wang1,a, Guangfan Li1,b,*and Juan Du1,c 1College of Civil Engineering & Architecture, Hainan University, Haikou 570228, PR China awayne0509@163.com, blgf1728@163.com ( *corresponding author) , csharondj1978@sohu.com Keywords: Combustible ice, Marine sediments, Triaxial test, Mechanical property Abstract.
Shear behaviour of methane hydrate-bearing sand[C]// Proceedings of 17th International Offshore and Polar Engineering Conference.
[S.1.]: The International Society of Offshore and Polar Engineers. 2007: l326一l333

Alberto Lamego, 2000, 28013-602, Campos dos Goytacazes, Brazil. 3 - IME - Military Institute of Engineering, Department of Materials Science, Praça General Tibúrcio, 80, 22290-270, Rio de Janeiro, Brazil.
For example, the residue fine particles are currently being incorporated into clay ceramics or processed as mortar for civil construction [5,6].
Prezotti: 30th Interamerican Congress of Ambiental and Sanitary Engineering.
Callister Jr.: Materials Science and Engineering – An Introduction. (7 ed.: John Wiley & Sons New York, 2007)

Aging Behavior of SBS Modified Asphalt in Coupled Water –Heat Condition Jiuguang Geng 1,2,a, Qian Wang3,b and Weiguang Li2,c 1 School of Materials Science and Engineering, Chang’an University, Xi’an 710064, China, 2Engineering Research Center of Transportation Materials of Ministry of Education, Chang’an University, Xi’an 710061, China; 3 School of Civil Engineering, Xi’an University of Architecture and Technology Xi’an 710055, China.
[8] Jiuguang Geng, Qing Chang, Jianan Yuan, Jingliang Dai, Study on SBS Modified Asphalt Crosslink Structure and Its Stabilization by GPC, Journal of Zhengzhou University(Engineering Science), 29(2008)13-16

Elastic-plastic Finite Element Analysis on the Spillway of a Concrete Gravity Dam Liang Cao1, a , Huimin Wang1, b , Ji Yao1,c , Shanguang Qian2, Chunfeng Tang3 1 College of Civil and Architectural Engineering, Kunming University of Science and technology, Kunming 650500,China; 2 College of Architecture and Art, Kunming University of technology, Kunming Metallurgy College, Kunming 650033,China; 3China Petroleum Engineering &Construction Corporation Beijing Engineering Branch,  Beijing 100102, China; a caoliang1106@126.com, bwhuimin@vip.sina.com, c amos_105434620@qq.com Key words: concrete gravity dam; finite element method; sliding stability Abstract: The 3-D finite element model of a concrete gravity dam’s spillway was established in this paper, and the elastic-plastic theory was applied, then the deformation and stress state of the dam under various working conditions were analyzed, it was prooved that the deformation and stress state of the dam were in normal condition.

Experimental Determination of how the Static Modulus of Elasticity is Influenced by the Value of the Upper Loading Stress KOCÁB Dalibor1,a*, MISÁK Petr1,b, DANĚK Petr1,c, KUCHARCZYKOVÁ Barbara1,d and HALAMOVÁ Romana1,e 1Brno University of Technology, Faculty of Civil Engineering, Veveří 331/95, 602 00 Brno, Czech Republic adalibor.kocab@vutbr.cz, bpetr.misak@vutbr.cz, cpetr.danek@vutbr.cz, dbarbara.kucharczykova@vutbr.cz, eromana.halamova@vutbr.cz Keywords: Static modulus of elasticity, upper loading stress, concrete.
Hela, Evaluation of Static Modulus of Elasticity Depending on Concrete Compressive Strength, World Academy of Science, Engineering and Technology, 9 (2015), 5, pp. 599-602
Řeháček, Test and Technological Influences on Modulus of Elasticity of Concrete – Recapitulation, Procedia Engineering, 6 (2013), pp. 266-272

Effect of Expansive Agent on Concrete Filled Steel Tube Hua Li1,a *, Jiaping Liu2, Qian Tian1 and Fei Guo1 1State Key Laboratory of High Performance Civil Engineering Materials, Jiangsu Sobute New Materials Co., Ltd., Nanjing 211103, China 2Jiangsu Key Laboratory of Construction Materials, College of Materials Science and Engineering, Southeast University, Nanjing 211189, China alihua@cnjsjk.cn Keywords: Concrete filled steel tube (CFST), Expansive agent, Autogenous deformation, Full-scale model test Abstract.
In this paper, the effect of a kind of lab-made expansive agent on the deformation of concrete filled steel tube is studied, which provides a basis for its performance improving and application in practical engineering.

Research on Paste-like Impregnation Coatings for Protecting Concrete Wenjuan Gu1, a, Zhengyong Cheng1, Ying Li1, b*, Jike Liu2 1 Package Engineering Department, Faculty of Mechanical and Electrical Engineering, Kunming University of Science & Technology, Kunming 650500, China 2 The 20th Middle School of Linyi City, Luozhuang, Linyi City 276017, China aguwenjuan001@163.com, corresponding author: bhaishanying@126.com Keywords: Concrete; Composite coatings; Silane; Paste-like emulsion Abstract.
JOURNAL OF MATERIALS IN CIVIL ENGINEERING, (2011) p.1602