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[6] Belferrag Allaoua, Contribution to the improvement of the mechanical and rheological properties of dune sand concretes, doctor thesis specializes civil engineering, Mohamed Khider University, Algeria, 2016, pp 22
Hibbert, Selected engineering properties of concrete incorporating slag and metakaolin, Construct.
[18] Nguyen Thanh Sang, Research on Proportions, some Mechanical Properties of Sand Concrete for Using to Construct Pavement in Viet Nam, Ph.D, Civil Engineering, University of Transport and Communications, Hanoi, Vietnam 2010
Jumaat, Engineering properties of lightweight aggregate concrete containing limestone powder and high volume fly ash, J.
[23] Tran Trung Hieu, Reserch on using fly ash pavement concrete to construct Pavement in Viet Nam , Ph.D, Civil Engineering, University of Transport and Communications, Hanoi, Vietnam 2017

Application of Energy-saving Building Materials and Economic Comparison Zhongmin Liu1, a, Wei Gao1, b and Jing Ji2, c 1 The Computer Department, Qinhuangdao College of Northeast Petroleum University, Qinhuangdao, HeBei, 066004, China 2 The civil and Architecture Engineering college, Northeast Petroleum University, Daqing, Heilongjiang, 163318, China aJijing1977@163.com, bJlqjjdoudou@163.com, c jijingtumu@163.com Keywords: New-style Building Material, Reactive Powder Concrete, FRP Reinforcement.
Reactive power concrete and FRP reinforcement will be applied widely in actual engineering.
So people can take full advantage of the construction waste, turn waste into treasure, this material gradually is more and more applied in practical engineering.
It can replace the traditional prestressed reinforcement and Tensioning and anchoring technology has become Mature, it will be widely used in practical engineering.
References [1] Guangyu Ji: Value Engineering.

Characterization of Coal Fly Ash and Rice Husk Ash as Binders in Geopolymer with Material Microstructure Testing Lissa Opirina1,2,a, Teuku Budi Aulia3,b*, Muttaqin3,c and Sri Aprilia4,d 1Doctoral Program, School of Engineering, Universitas Syiah Kuala, Banda Aceh 23111, Indonesia 2Department of Civil Engineering, Teuku Umar University, West Aceh 23615, Indonesia 3Department of Civil Engineering, Universitas Syiah Kuala, Banda Aceh 23111, Indonesia 4Department of Chemical Engineering, Universitas Syiah Kuala, Banda Aceh 23111, Indonesia a lissaopirina@utu.ac.id, b*aulia@usk.ac.id, cmuttaqin@usk.ac.id, dsriaprilia@usk.ac.id Keywords: Characterization, Coal Fly Ash, Rice Husk Ash, FTIR, SEM-EDS Abstract.
This study was conducted in several laboratories, namely the Civil Engineering Department Laboratory of Teuku Umar University, the Integrated Mathematics and Natural Sciences Laboratory of Teuku Umar University, the Mathematics and Natural Sciences-Physics Laboratory of Syiah Kuala University, and the Baristan Laboratory of Banda Aceh.

The Structure Selection Analysis on the Support Tower of H-type Vertical Axis Wind Turbine Chongshan Baoa , Yong Zhangb School of Civil Engineering, Beijing Jiaotong University, Beijing 100044, China abaochongshan@163.com , bzyz3000@126.com Key words: H-type vertical axis wind turbine, support tower, structure selection Abstract.
On one hand, wind speed exceeded the maximum 35 meters per second at the location of tower, we had to control lateral displacement of the tower reasonably, wind turbine tower was a new type of structure, there was no practical engineering for reference.
[2] Guohua Zhong: High-rise building structure design and selection of an engineering structure(in Chinese): [Master thesis].
[4] Lei Zhu: Seismic response of wind turbine in the parked and operating conditions[D], Departing of Civil Engineering, the University of Tokyo, Doctoral dissertation, 2007

Risk Based Decision Making for Bridge under Multi Hazard WANG Zeng-zhong1, a, ZHANG Yu-xin1, b 1College of Civil Engineering, Shanghai Normal University, Shanghai, 201418, China a shnuwangzz@yeah.net, b zyx@shnu.edu.cn Keywords: Bridge, Decision Making, Cost Benefit, Multi-hazard, risk acceptance criteria Abstract.
Reliability Engineering and System Safety, 2001.71: 201-208
Civil Engineering, 2007, 67(4): 38-40
Reliability Engineering and System Safety, 2005, 90(3): 261-270.

Study On Potential of Rainwater Resources and Collecting-reusing System Scale In Upstream City of Yongding River Yi Luo1, a, Xinrui Zhang2,b, Guizhen Hao1,c and Xuemin Dai1,d 1School of Energy and Environment Engineering,Hebei Institute of Architecture and Civil Engineering,Zhangjiakou,China 2School of Environment and Energy Engineering,Beijing University of Civil Engineering and Architecture,Berjing,China aluoyi0518@126.com, bbishengzhangxinrui@126.com, chaoguizhen8@163.com, ddh416@126.com, Keywords: rainwater, reuse, scale, Yongding River, urban Abstract.

Since the design principles for civil engineering is safety, economical and practicable, for more bearing capacity, the initial tension should be controlled as following
Under dead loads, the deformation should meet the engineering drawing as possible
China Civil Engineering Journal, Vol. 5 (2006), pp. 16-22 [7] B.
Zhang: A Modified Nonlinear Number Element Allowing Large Loading and Displacement Increments[J], Communications in Numerical Methods in Engineering, Vol. 12 (1996), pp. 235-242 [9] Q.L.

Naing, Nonlinear Oscillations of Elastic Curved Plate Carried to the Associated Masses System, IOP Conference Series-Materials Science and Engineering. 262 (2017) 012055, DOI: 10.1088/1757-899X/262/1/012055 [6] K.J.
Noakowski, Stiffness nonlinear analysis of sections for reinforced concrete members, Technical transaction, Civil Engineering, Iss-2B, 2013, pp. 149-155
Brahma Chari, Study on Static and Dynamic Analysis of Multi-storied Building in Seismic Zones, International Journal of Recent Technology and Engineering (IJRTE). 7 (2019) 154-159
Dzyuba, Complete diagrams of deformation of the stiffening diaphragm elements of frame-panel buildings, Civil Engineering and Architecture, Housing Construction Series. 3 (1983) 9-12

Performance of RC Deep Beams with different combinations of Web Reinforcement Leon Raj J1, a and Appa Rao G2, b 1Research Scholar, Structural Engineering Division, Indian Institute of Technology Madras, Chennai - 600 036, India 2Associate Professor, Structural Engineering Division, Indian Institute of Technology Madras, Chennai - 600 036, India.
aleonraj.civil@gmail.com, bgarao@gmail.com Keywords: Deep beams, Steel fiber, Shear span-to-depth ratio, Polypropylene fiber, Web reinforcement.
Singh: Asian Journal Of Civil Engineering (Building And Housing) Vol. 8, No. 5 (2007) PAGES 479-489 [2] IS: 456-2000: Code of Practice for Plain and Reinforced Concrete (Fourth Revision), Bureau of Indian Standards, New Delhi, 2000
Sharp: Design of RC deep beams in current practice, The Structural Engineer, 54(1975) 173-180

Sustainable Tire Waste Biochar Additives for Enhancing Concrete Strength and Eco-Efficiency Muhammad Nouman1,a*, Maria Kanwal2,b, Muhammad Sami Ullah2,c, Syed Abdullah Mansoor3,d 1University of Engineering and Technology, Lahore, Punjab, Pakistan 2COMSATS University Islamabad, Sahiwal Campus, Sahiwal, Punjab, Pakistan 3National University of Sciences & Technology, Islamabad, Pakistan a*numan.anjum@hotmail.com, bmaria@cuisahiwal.edu.pk, cEngrrsamiullah@gmail.com, dsyedabdullah.mansoor@gmail.com Keywords: Waste Tire Biochar, concrete production, sustainable construction, mechanical properties, Environmental Impact Assessment Abstract.
Chemical Industry and Engineering Progress, 2021. 40(1): p. 515
Journal of Materials in Civil Engineering, 2021. 33(12): p. 03121001
Advances in Civil Engineering, 2019. 2019(1): p. 1683292