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On the other hand, the recent use of these new materials in civil engineering needs appropriate design guidelines.
Morgan, Durability gap analysis for fiber-reinforced polymer composites in civil infrastructure, J.
Proceedings of the Institution of Civil Engineers - Construction Materials 161 (2008) 173-185
De Santis, G. de Felice, Tensile behaviour and durability of mortar-based strengthening systems with glass-aramid textiles, Key Engineering Materials 624 (2015) 346-353
Sisti, Ageing Problems of GFRP Grids Used for Masonry Reinforcement, Key Engineering Materials 624 (2015) 413-420

High Sulfate-Bearing Kaolin Clay Stabilization with Waste Glass Powder before and after Mellowing Process Aizhan Kissambinova1,a, Chang-Seon Shon1,b*, Ayazhan Bazarbekova2,c, Saken Sandybay1,d, Dichuan Zhang1,e and Jong Ryeol Kim1,f 1Department of Civil and Environmental Engineering, School of Engineering, Nazarbayev University, Nur-Sultan, Kazakhstan, 010000 2Zachry Department of Civil and Environmental Engineering, Texas A&M University, College Station, Texas, USA, 77843 aaizhan.kissambinova@nu.edu.kz, bchang.shon@nu.edu.kz, cayazhan@tamu.edu, dsaken.sandybay@nu.edu.kz, edichuan.zhang@nu.edu.kz, fjong.kim@nu.edu.kz Keywords: Soil stabilization, cement, waste glass powder, mellowing process, 3-D swelling test Abstract.
Advances in Materials Science And Engineering 2020: 1-23. doi:10.1155/2020/1510969
Proceedings of The Institution of Civil Engineers - Ground Improvement 167 (3): 162-172. doi:10.1680/grim.13.00008
Journal of Materials in Civil Engineering 31 (6): 04019076. doi:10.1061/(ASCE)mt.1943-5533.0002729
Advances in Civil Engineering 2017: 1-13. doi:10.1155/2017/6952645.

Experimental Research on Earth Pressure of Double-sided Reinforced Earth Retaining Wall Jun Su1, a, Hongguang Chen2,b 1 School of Civil Engineering, Hubei University of Technology, Wuhan,430068,China 2 School of Civil Engineering, Hubei University of Technology, Wuhan,430068,China asujun930@163.com, b383788752@qq.com Keywords: double-sided reinforced retaining wall; earth pressure; reinforcement; field experiment Abstract.
Combined with practical engineering, the section of K6+019 is chosen for field experiment because of the complexity of the mechanism and special engineering properties of the double-sided reinforcement retaining wall.
Proceedings of the Fifteenth National Conferences on Structural Engineering, Engineering Mechanics, 2006 [3] YANG Guangqing, CAI Ying.
Chinese Journal of Rock Mechanics and Engineering, Vol.22(2003), pp.321-326
China Civil Engineering Journal, Vol.38(2005), pp.119-124

Introduction The use of folded plates, as a special kind of shells, is popular in civil engineering and other branches of engineering.
DELCOURT In:: Proc., Institution of Civil Engineers, Part 2, Paper No. 7959 (1977), p. 93-103)
FAN : Static analysis of right box girder bridges by spline finite strip method (The Institution of Civil Engineers, Part 2, Research and Theory, 75 Technical Note 363(1983), p.311-323)
AZHARI :Advances in Structural Engineering, Vol.8(6)(2005), p. 547-559)
MEI : Practical Integral Transforms in Engineering (in Chinese) ( Huazhong University of Science and Technology Press 1995).

Numerical Simulation of Fire Resistance Performance for Planar Frame with Concrete Filled Steel Tubular Columns and Steel Beams Yan Yin1, a, Tang Li2, b 1 The Department of Civil Engineering and Architecture, Southwest University of Science and Technology, Mian Yang, 621010, China 2 The Department of Civil Engineering and Architecture, Southwest University of Science and Technology, Mian Yang, 621010, China ayywodelanqiu@126.com, bisabel-hu@hotmail.com Keywords: Concrete-filled Steel Tube; Planar Frame; Temperature Field; Fire Endurance; Critical Temperature Abstract.
Journal of the Structural Engineering, 1994, Vol.120.PP 1489-1509
China Civil Engineering Journal, 2000, (06)
Journal of Disaster Prevention and Mitigation Engineering. 2006, (01)
China Civil Engineering Journal, 1994, (01)

Mokrova1,c 1Federal State Budgetary Educational Institution of Higher Education «Saint Petersburg State University of Architecture and Civil Engineering» (SPSUACE), Saint Petersburg, Russia alar.ma2011@yandex.ru, bdletenko@mail.ru, cmokrova2017@yandex.ru Keywords: gypsum binders, polycarboxylate, plasticizer, carbon nanomodifier, structure, properties Abstract.
Civil Engineering Digest. 1(22) (2010) 108-118
Civil Engineering Digest. 2(23) (2010) 131-138
Civil Engineering Digest. 3(24) (2010) 117-122
Procedia Engineering. 172 (2017) 1161-1168

Experimental Study on the Seismic Performance of Steel Frame With Reinforced Beam Ends WANG Yu Tian1,2, a, JIANG Fu Xiang2,b,WANG Yan2,c, and DU Xiu Li2,d 1 Colloge of Civil Engineering, Xi’an University of Archtecture & Technology, Xian, 710055, China; 2 School of Civil Engineering, Qingdao Technological University, Qingdao 266033，China awyt-wkl@163.com, bjfxwyt@163.com, cyanwang123@qtech.edu.cn, d851395041@qq.com Keywords: steel frame; connection with reinforced beam ends; low-frequency cyclic loading test; anti-seismic performance Abstract.
So steel-frame structures are widely used in civil engineering.
References [1] Mahin SA.: Engineering Structures, Vol. 20 (4/6)( 1998) , P. 261-270 [2] Huang Bingsheng: Building Structure, 30 (9) (2000), p. 24-25
PEER 2000/07, Pacific Earthquake Engineering Research Center, Univ. of California at Berkeley, Berkeley, Calif.(2000) [6] Chen Jie, Su Mingzhou, Shen Lin, etc.: Journal of Building Structures, Vol. 28(3)(2007), p. 1-7 [7] Wang Yan, Feng Shuang, Wang Yutian, atc.: Journal of Building Structures.
Civil engineering structure experiment （China architecture &building press, Beijing, China, 2001）

A Stochastic Collocation Method for Uncertainty Analysis of Fatigue Damage Prognosis Lijun Xie1,a, Hesheng Tang2,b*, Songtao Xue3,c 1Research Institute of Structural Engineering and Disaster Reduction, Tongji University, Shanghai 200092, China 2State Key Laboratory for Disaster Reduction in Civil Engineering, Tongji University, Shanghai 200092, China 3Department of Architecture, Tohoku Institute of Technology, Sendai, 982-8577, Japan adier_xie@163.com, bthstj@tongji.edu.cn, cxuest@tohtech.ac.jp *Corresponding Author Keywords: Stochastic collocation method; Fatigue damage prognosis; Uncertainty analysis; Crack.
Acknowledgement This study was supported by the National Natural Science Foundation of China (Grant No. 51178337 and 50708076), Basic Research of the State Key Laboratory for Disaster Reduction in Civil Engineering of Tongji University (Grant No.
SLDRCE11-B-01) and the Kwang-Hua Fund for College of Civil Engineering, Tongji University.
Steffen: Damage Prognosis: For Aerospace, Civil and Mechanical Systems (John Wiley & Sons, England 2005)
Brock: Elementary Engineering Fracture Mechanics (Kluwer Academic Publishers, Dordrecht 1982).

Review of Research on the Seismic Behavior of integral prefabricated prestressed concrete slab-column structure Lili Wu1,a, Yacan Cui2,b, Zhou Rongbin3,c,Shi Jiaqing4,d,He Peng5,e, An Lipei6,f and Guo Zhiming7,g 1School of Mechanics and Civil Engineering，China University of Mining and Technology，Beijing, 100083，China 2State Key Laboratory for Geomechanics and Deep Underground Engineering，China University of Mining and Technology, Beijing, 100083, China ajennywll@163.com,b340462872@qq.com Keywords: Integral prefabricated prestress, slab-column structure, Seismic performance Abstract.
Fig.4 The test model with cushion blocks Han Yingcai [5] of China Earthquake Administration Engineering Mechanics Institute in 1991 made a large vibration breaking test for the integral prefabricated prestressed concrete slab-column structure for the first time in China by using a large vibrator.
[3] Wei Xu,Guoying Dai,Runtao Yu,Zhengguang Gong.Experimental study on seismic performance analysis of prefabricated prestressed concrete slab-column structure system with shear walls.China Civil Engineering Journal,1987, 20(3):20-29
China Civil Engineering Journal,1988,21(3):24-36
Guangdong Architecture Civil Engineering,2007(2):29-30

Formulation of Nanofiltration Flat Sheet Membrane using Cellulose from Kenaf Core Sharifah Abdullah1, a*, Nor Munirah Abdullah2 and Ramlah Mohd Tajuddin3 1Lecturer, Faculty of Civil Engineering, Universiti Teknologi MARA, 40450 Shah Alam, Selangor, Malaysia. 2M.Sc.
Student, Faculty of Civil Engineering, Universiti Teknologi MARA, 40450 Shah Alam, Selangor, Malaysia. 3Lecturer (Assoc.
Prof),Faculty of Civil Engineering, Universiti Teknologi MARA, 40450 Shah Alam, Selangor, Malaysia.
Kenaf fibers are widely used for fiber board, to replace plywood (building industry), rigid boards to replace polymers (automotive industries), composites (bio or structural engineering), food feed/nourishment for animals, etc [7].
Testing of material such as membrane, kenaf and wastewater effluent were using Civil Engineering, Chemical Engineering and Applied Science Laboratories.