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Correlation of strength, rubber content, and water - cement ratio in roller compacted rubberized concrete Jingfu Kang1, a, Chunxia Yan 1, b 1School of Civil Engineering, Tianjin University, Tianjin 300072, China aemail:kangjingfu@126.com, bemail: cxyan@tju.edu.cn Key words: composites; roller compacted rubberized concrete; compressive strength; crumb rubber Abstract.
This result is of great importance for the engineering application.
Joekes: Cement and Concrete Research Vol.30 (2000), p. 1421 [3] KANG Jingfu, REN Haibo, et al.: Acta Materiae Composite Sinica Vol.23 (2006), p.158 [4] Baoshan Huang, et al: Journal of materials in civil engineering Vol. 16 (2004), p. 187 [5] SHI Yan, FANG Kunhe, et al: Journal of hydroelectric engineering Vol.25 (2006), p. 85 [6] N.
Galves, et al.: Journal of Materials Science Vol.39 (2004), p.3319 [11] CHEN Bo, ZHANG Yamei, CHEN Shengxia, ZHANG Caihua: Concrete 12(2004), p.37 [12] Khatib, Z.K. and Bayomy,F.M: Journal of Materials in Civil Engineering, Vol. 11(1999),p.206 [13] Guoqiang Li, et al: Cement and Concrete Research Vol.34 (2004), p.2283

Modeling of corrosion protection for reinforced concrete structures with surface coatings, Journal of Civil Engineering and Management, 14(4), p. 241
Materials in Civil Engineering , 8, p. 655
Dynamic effects on moisture transport in asphalt concrete, Journal of Transportation Engineering ,7, p.406
Standard test methods of bitumen and bituminous mixtures for highway engineering.
Tension stiffening bond modeling of cracked flexural reinforced concrete beams, Journal of Civil Engineering and Management , 14(2), p. 131

Test methods The uniaxial tensile tests was conducted on the dog-bone-shaped specimens as shown in Fig. 1, which was recommended by the Japan Society of Civil Engineers (JSCE) for standardized testing of HPFRCC [20].
References [1] Kanda T, Lin Z, Li VC, Tensile stress–strain modeling of pseudo strain-hardening cementitious composite, J Mater Civil Eng, ASCE (2000) 147-156
[3] Li VC, Wu HC, Maalej M, et al, Tensile behavior of engineered cementitious composites with discontinuous random steel fibers, J Am Ceram Soc (1996) 74-78
[4] Maalej M, Hashida T, Li VC, Effect of fiber volume fraction on the off-crack-plane fracture energy in strain-hardening engineered cementitious composites, J Am Ceram Soc (1995) 3369-3375
[8] Li VC, Wang S, Wu C, Tensile strain hardening behavior of polyvinyl alcohol engineered cementitious composites (PVA-ECC), ACI Mater J (2001) 483-492

Mechanics Mechanism Analysis of Asphalt-aggregate Interface Damage Qing Yang1,a, Shanglin Xiao1,b, Xin Qiu1,c, Xiaohua Luo1,d, Yujie Wang1,e 1College of Engineering, Zhejiang Normal University, Jinhua, China 321004 a yangq@zjnu.cn, b plaguejune@gmail.com, cxqiu@zjnu.cn, dluoxiaohua55@163.com, ewyj@zjnu.net Keywords: Asphalt Mixture, Asphalt/Aggregates Interface, Damage, Mechanical mechanism Abstract.
[6] J.A Harvey and R.D Cebon: Journal of Materials in Civil Engineering, Vol. 17(2005), No.1, pp.99-106
Zanzotto: Journal of materials in civil engineering, Vol.19 (2007), No.3, pp.227-232
Kim, J.H Jeong and N Kim: KSCE Journal of Civil Engineering, Vol.7 (2003), No.4, pp. 381-387
Buttlar: Engineering Fracture Mechanics, Vol.73 (2006), No.18, pp.2829-2848

EXPERIMENTAL STUDY ON THE DEFORMATION BEHAVIOR OF SYMMETRIC STAINLESS STEEL I-BEAMS Yuanqing Wang 1,a Ting Chang 1,b Yongjiu Shi 1,c Bo Gao 2,d 1Key Laboratory of Civil Engineering Safety and Durability of China Education Ministry, Department of Civil Engineering, Tsinghua University, Beijing 100084, P.R.China 2China Southwest Architectural Design and Research Institute Co., Ltd., Chengdu 610081, P.R.
American Society of Civil Engineers, 2002
Real, E, Mirambell: Engineering Structures.
Gardner: Progress in Structural Engineering and Materials.

A literature review on observation of the pedestrian step forces Liang Xu1, a , Haiying Wang2, b, Zhigang Song3, c 1Faculty of Civil Engineering, Kunming University of Science and Technology, China 2Faculty of Civil Engineering, Kunming University of Science and Technology, China 3Faculty of Civil Engineering, Kunming University of Science and Technology, China alux_up@163.com, bHewenhui119@sina.com,czhigang_s@163.com Keywords: Step forces; Movement characteristics; Walking environment; Observation methods Abstract. 
It cannot give precise results and determine the force of individuals out of the crowd; experiment method with high precision is not suitable for general research because of its high cost and can not meet the outdoor experiment for large scale; the accuracy of observation method which is applicable to varies scale experiments indoors is slightly insufficient. 5 Conclusions Above all, accurately grasp the movement characteristics and determined the pedestrian-induced exaction is of great significance to the structural engineering, fire safety evacuation etc.
[17] Quqiang Hu, Study of Crowd Load Model Based on Pedestrian Flow Simulation, Yunnan: A Dissertation Presented to Kunming University of Science and Technology for Master Degree of Engineering, 3-8

Investigation on Performance of Concrete Incorporating Silica Fume and Local UAE Materials Reem Sabouni1,a and Hassan Raad Abdulhameed2 1Associate Professor of Civil Engineering, Abu Dhabi University, United Arab Emirates 2ALHOSN University, Civil Engineering Department, Abu Dhabi, United Arab Emirates areem.sabouni@adu.ac.ae Keywords: Silica fume, high strength concrete, durability, compressive strength, UAE local Materials.
References [1] Sengul, O. and Tasdemir, M.A., “Compressive strength and rapid chloride permeability of concretes with ground fly ash and slag”, Journal of Materials in Civil Engineering, 21, 2009, pp 494-501
[5] Reddy, M. and Ashalatha, K., “Significant role of Supplementary Cementing Materials in Concrete for the Assessment of Durability”, Research Journal Engineering and Technology, 8(3), 2017, pp 187-190
[8] Al-Shaibani Afrah and Sabouni, R., “Sustainability Considerations of Concrete Mixes Incorporating Slag as Partial Replacement of Cement in Concrete in the UAE”, Key Engineering Materials, 677, 2016, pp 217-223

The Study of the Impact of Iron and Sulfur Containing Additives on the Strength Properties of Sulfur Containing Binders Yulia Sokolova1,a, Marina Akulova2,b, Baizak Isakulov3,c, Alla Sokolova1,d*, and Abilkhair Isakulov4,e 1Moscow State University of Civil Engineering, 129337, Moscow, Yaroslavskoye shosse, 26, Russia 2Ivanovo State Polytechnic University, 153000, Ivanovo, Sheremetyevsky prospect, 21, Russia 3Baishev University, Bratiev Zhubanovikh str., 302a, Aktobe, Kazakhstan 4Zhubanov Aktobe Regional University, prospect Alii Moldagulovoi, 34 Aktobe, Kazakhstan ainep_s@mail.ru, bm_akulova@yandex.ru, cBaizak@mail.ru, d*ac.falconi@yahoo.com, eAbulik92@mail.ru AbstrAbKeywords: Sulfur containing binders, water solid ratio, by-products of oil-processing industry, compression strength, pyrite cinder, additive, technical sulfur.
As the result of the research, new binding substances with improved adhesive properties have been obtained and sulfur containing structural materials with the complex of enhanced physical and mechanical properties have been developed on their basis. 1 Introduction Due to the rapid development of construction industry and expansion of industrial and civil engineering in the regions of Kazakhstan, the demand for building materials is constanly augmenting.
IOP Conference Series: Materials Science and Engineering 869 (3), 032005 (2020) [10] Vainshtein, M.Z.
Scientific Herald of the Voronezh State University of Architecture and Civil Engineering.
International Journal of Engineering Research and Technology 13(12), 4880–4884 (2020)

., 1-17, Asano-cho, Kawasaki-ku, Kawa-saki-shi, Kanagawa, 210-0854, Japan. 4Professor, Department of Civil Engineering, Graduate School of Science and Technology, Tokai University, 4 Chome-1-1 Kitakaname, Hiratsuka, Kanagawa 259-1207, Japan.
In Proceedings of the IOP Conference Series: Materials Science and Engineering. 4th International Conference on Materials Engineering and Nano Sciences (ICMENS), Pattaya, Thailand, 13-15 March 2020; Vol. 840
Japan Society of Civil Engineers, Ser.
Civil Eng. (2016), p.1023-1039 [14] N.
Concrete Engineering, Vol.33(1995), p.15-24 [15] D.G.

Cyclic Behavior of Composite Truss Beam-to-RC Column Joints in MRFS Piero COLAJANNI1,a, Lidia LA MENDOLA1,b , Alessia MONACO1,c* and Nino SPINELLA2,d 1 Department of Civil, Environmental, Aerospace and Material Engineering, University of Palermo (Italy) 2 Department of Engineering, University of Messina (Italy) apiero.colajannini@unipa.it, blidia.lamendola@unipa.it, calessia.monaco@unipa.it, dnino.spinella@unime.it Keywords: composite truss beam; beam-to-column joint; cyclic tests; seismic performance.
HSTCBs represent a structural solution for light industrialization in the civil constructions; the main advantages in their use are the higher construction speed with the minimum site labor, the possibility of covering wide spans with low depths and a final economical convenience.
Newmark Structural Engineering Laboratory—NSEL Report Series, NSEL-020, 2009
Journal of Structural Engineer, 128(12):1519-1526, 2002
Bulletin of Earthquake Engineering, 10(3):967-983, 2012.