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Discussion on Construction of the Weihe River System Heritage Corridor in Xi’an Metropolitan Area Dingqing Zhang1,a, Wanwan Shao2,b and Tuqiang Feng3,c 1School of Human Settlements and Civil Engineering, Xi'an Jiaotong University, P.R.
China 2School of Human Settlements and Civil Engineering, Xi'an Jiaotong University, P.R.
China 3School of Human Settlements and Civil Engineering, Xi'an Jiaotong University, P.R.
Therefore, it is a type of medium-scale linear aggregated zone of culture and nature landscape along the Weihe river system, possessing the basic feature for forming heritage corridor, and it conforms to four selection criteria for heritage corridor, namely historical significance, architectural or engineering significance, natural and cultural significance and economic significance [1].

Experimental Assessment Techniques for the Dynamic Properties of Concrete STRATULAT Mihai Sergiu1,a, BANU Oana Mihaela1,b, TOMA Ana Maria2,c, MIHAI Petru3,d, TOMA Ionut Ovidiu1,e* 1 ”Gheorghe Asachi” Technical University of Iasi, Faculty of Civil Engineering and Building Services, Department of Structural Mechanics, no.1, Prof.dr.doc.
Mangeron Str., 700050, Iasi, Romania 2 ”Gheorghe Asachi” Technical University of Iasi, Faculty of Civil Engineering and Building Services, Department of Engineering Graphics, no.1, Prof.dr.doc.
Mangeron Str., 700050, Iasi, Romania 3 ”Gheorghe Asachi” Technical University of Iasi, Faculty of Civil Engineering and Building Services, Department of Concrete Structures, Building Materials, Technology and Management, no.1, Prof.dr.doc.

Bond of Steel Bars to Masonry Mortar Joints: Test Results and Analytical Modelling Matteo Maragna1,a*, Cristina Gentilini2,b, Giovanni Castellazzi3,c and Christian Carloni4,c 1,2,3,4 Department of Civil, Chemical, Environmental and Materials Engineering – DICAM University of Bologna, Viale del Risorgimento 2, 40136 Bologna, Italy amatteo.maragna2@unibo.it, bcristina.gentilini@unibo.it, cgiovanni.castellazzi@unibo.it, dchristian.carloni@unibo.it *corresponding author Keywords: Bond-slip curve, structural repointing, NSM reinforcement, steel helical bar, pull-out.
Advances in Civil Engineering, (2013), art. no. 517454
Engineering Structures 132 (2017) 229-248
Journal of Materials in Civil Engineering 27,6 (2015) 04014182-1,10

Numerical Study on the Effect of Defect Length upon Burst Capacity of Composite Repaired Pipe LIM Kah Qi1,a, BAO Chao2,b, Mohd Syahrul Hisyam Mohd Sani3,c and LIM Kar Sing1,d* 1Department of Civil Engineering, College of Engineering, Universiti Malaysia Pahang, Lebuhraya Tun Razak, 26300 Gambang, Kuantan, Pahang, MALAYSIA 2School of Civil Engineering and Hydraulic Engineering, Ningxia University, Ningxia Hui Autonomous Region, CHINA 3Faculty of Civil Engineering, Universiti Teknologi MARA (UiTM) Cawangan Pahang, 26400 Bandar Jengka, Pahang, MALAYSIA aLkq_joan@outlook.com, bbaochao@nxu.edu.cn, cmsyahrul210@uitm.edu.my, dlimks@ump.edu.my Keywords: Pipeline, Composite Repair, Defect Geometry, Defect Length, Finite Element Analysis, Optimization Abstract.
American Society of Mechanical Engineer (ASME) B31G [24], modified ASME B31G and DNV-RP-F101 [25] codes are the codes use to evaluate the remaining strength of the pipelines.
Part A: Civil Eng., 4, 2 (2018) 04018009.
[22] The American Society of Mechanical Engineers, ASME PCC-2-2011, Repair of Pressure Equipment and Piping, New York, USA: The American Society of Mechanical Engineers, 2018
[24] The American Society of Mechanical Engineers, ASME B31G, Manual for Determining the Remaining Strength of Corroded Pipelines, New York, USA: The American Society of Mechanical Engineers, 2012

Numerical Analysis of Composite Soil Nailing Wall ZHANG Shulong1, a, LU Fenting2,b 1,2School of Civil Engineering, Shandong University,Jinan 250000,China azhangshulong1988@foxmail.com, btiffinylu@163.com Keywords: composite soil nailing wall; three-dimensional model; numerical analysis Abstract.
Exploration Engineering (Rock & Soil Drilling and Tunneling), 2005,32(Sup.1): 102-105.
Chinese Journal of Rock Mechanics and Engineering, 2004, 23(15): 2385-2392
China Civil Engineering Journal, 2009, 42(1): 81-90.
Journal of Rock Mechanics and Engineering, 2004, 23(12): 2128 -2132.

Wu, Journal of the Chinese Society of Mechanical Engineers, Vol. 10 (1989) No. 2 pp. 153-158
Yan, Journal of the Chinese Society of Mechanical Engineers, Vol. 14 (1993), No. 3 pp. 240-249
Golenko, Journal of Archives of Civil and Mechanical Engineering, Vol. 9 (2009), No. pp. 2 39-46
Golenko, Journal of Archives of Civil and Mechanical Engineering, Vol. 9 (2009) No. 2 39-46
Tang, Journal of Advances in Mechanical Engineering, Article ID.686187 (2013)

Mechanical Properties of Reinforcement Construction Waste in Base Cource Tiezhi Zhang 1,2, a, Lijiu Wang 1,b and Dan Sun 1,c 1 School of Hydraulic and Engineering,Dalian University of Technology,Dalian, China,11602 2 School of resources and civil engineering University of science and technology Anshan, China,114051 aztz93j@126.com, bljwang@163.com, cwlailovesd@126.com Key words: Mix Proportion; Optimum Moisture; Maximum Dry Density; The Unconfined Compressive Strength; Elastic Modulus, Splitting Strength.
Construction waste has the characteristics of large volume, non-toxic and utilization rate high, how to make full use of the construction waste of renewable resources, Which has aroused the attention and research in various aspects.Waste concrete, broken bricks, mortar of Construction waste are good renewable resources in civil engineering, it is a very good idea and direction making them become subgrade pavement materials.
Regenerating building resources is not only beneficial to the nature and society, but also accord with green engineering standards and the principle of process engineering of materials put forward by professor LiJiu Wang [2,3] .
:journal of subgrade engineering.2010,8（4）.
[8] JTJ 057-94 The highway engineering inorganic material stability testing material combination rules.

Progress in Research on Explosion Induced Thixotropy of Concrete Peng Shao1,2,a, Yuyang Liu3,b, Lifen Zhou4,c, and Yuqi Wu1,2,d 1State Key Laboratory for Geomechanics and Deep Underground Engineering, China University of Mining and Technology, Xuzhou, China 2School of Mechanics and Civil Engineering, China University of Mining and Technology, Xuzhou, China 3Tengzhou Real Estate Administration, Tengzhou, China 4Department of Architecture Engineering, Hunan Institute of Technology,Hengyang, China aspsyc@163.com, bzh5525@sina.com, czhoulifen8@126.com, dwonder.powered@qq.com Keywords: Thixotropy, concrete, explosion, microstructure, macrostructure, mechanical performances.
In civil engineering field, thixotropy of fresh concrete has received more and more attention because it is related to the rate of structure growth and strength development, which will ultimately determine the strength, durability, and other physics and mechanical properties of hardened concrete.
Li: Mechanics and Engineering Vol.23 (2001), p.36 [13] P.
Zhu: Key Engineering Materials Vol. 353 (2007), p. 1121 [14] P.
Liu: Key Engineering Materials Vol. 306 (2006), p.1421 [15] J.

Civil Eng. 26(2014) 267-274
Civil Eng. 27(2015)04014146
Civil Eng. 24(2012)184-193
Civil Eng. 28(2016)04015125
Civil Eng. 32(2020) 04019324

Flexural Behavior of Innovative Hybrid GFRP-Reinforced Concrete Beams Xian Li 1,a, Henglin Lv1,b, Shuchun Zhou1,c 1Jiangsu Key Laboratory of Environmental impact and Structural Safety in Civil Engineering, School of Mechanical and Civil Engineering, China University of Mining and Technology, Xuzhou, 221006, China aleexian@yeah.net, bhenglinlv@cumt.edu.cn, csczhou@cumt.edu.cn Keywords: Flexural behavior, FRP reinforcement, concrete encased steel beams, stiffness, corrosion Abstract.
The experimental work described in this paper was conducted at the Jiangsu Key Laboratory of Environmental impact and Structural Safety in Civil Engineering in the China University of Mining and Technology.
Deformability versus ductility in concrete beams with FRP reinforcement. 2nd International Conference of Advanced Composite Material in Bridges and Structure, EI-Badry, edited, Canadian Society for Civil Engineering, Montreal, Canada, (1996), 189-199
Engineering Structures, 32(2010)3857-3865 [10] S.
Journal of structural engineering, 125(1999), 1009-1019 [11] C.C.