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China Civil Engineering Journal Vol. 42 (2009), p. 114-118 (In Chinese) [2] Yan Liu.
Journal of Geotechnical Engineering Vol. 28 (2006), p. 1433-1436 (In Chinese) [3] Wenhua Gao.
China Civil Engineering Journal Vol. 34 (2001), p. 90-96 (In Chinese) [4] Wenhua Gao, Linde Yang.
Journal of Geotechnical Engineering Vol. 28 (2006), p. 1208-1212 (In Chinese) [9] Longcai Yang.
Chinese Journal of Rock Mechanics and Engineering Vol. 25 (2006), p. 4209-4214 (In Chinese)

Archives of Civil Engineering, ISSN: 1230-2945, LX, 2, 2013, Pages 229–246, DOI: 10.2478/ace-2013-0012, July 2013 [6] Tollazzi, T., Rencelj, M., Turnsek, S., 2011.
Journal of transportation engineering - ASCE, v. 130, n. 5, p. 602-609.
Journal of Transportation Engineering – ASCE, 136(4), pp. 316–322.
Journal of transportation engineering ASCE, november 2012.
Archives of Civil Engineering, ISSN: 1230-2945, LIX, 1, 2013, pp.3-19, DOI: 10.2478/ace-2013-0001

Distribution of the Stray Current of Rebar in the Ballast Bed DONG Zhi Jun1,a, LI Xiao Yi2,b , YAN Peiyu1,c, XING Feng3,d 1Key Laboratory of Civil Engineering Safety and Durability of China Education Ministry, Department of Civil Engineering, Tsinghua University, Beijing 100084 China 2Shenzhen Metro Group Company Limited Shenzhen 518026, China 3Guangdong Provincial Key Laboratory of Durability for Civil Engineering Shenzhen University, Shenzhen 518060, China adongzhijun122@yahoo.com.cn, blixy@szmetro.com, c yanpy@tsinghua.edu.cn, dxingf@szu.edu.cn Keywords: stray current, ballast bed, polarization potential Abstract.
Therefore, even if the model is very precise, only qualitative law can be obtained; the track-earth model can offer stray current distribution that is of instructive significance to engineering.

Temperature Effects on Soil Suction for Compacted Clay Soils Shu-Rong Yang1, a, Wei-Hsing Huang2,b and Shao-Hung Chung3,c 1Department of Civil Engineering, National Pingtung University of Science and Technology, No.1, Shuefu Road, Neipu, Pingtung, 91201, Taiwan (R.O.C.) 2Department of Civil Engineering, National Central University, Jungli, Taoyuan, 32054, Taiwan (R.O.C.)
(Corresponding author) 3Department of Civil Engineering and Environmental Informatics, Minghsin University of Science and Technology, Xinfeng, Hsinchu, 30401, Taiwan (R.O.C.)
Journal of Geotechnical and Geovironmental Engineering, 134 ( 9) (2008) 1375-1384

Lourenço1,d 1Institute for Sustainability and Innovation in Structural Engineering (ISISE), University of Minho, Department of Civil Engineering, Campus de Azurém s/n, 4800-085 Guimarães, Portugal 2Centre for Structural Engineering Design and Informatics (CSEI), Faculty of Engineering, University of Nottingham, University Park, NG7 2RD Nottingham, United Kingdom *Corresponding author, arafael.alvarezdelara@gmail.com, bbahman.ghiassi@nottingham.ac.uk, cdanvco@civil.uminho.pt, dpbl@civil.uminho.pt Keywords: Natural aging; durability; GFRP-reinforced masonry; bond degradation; single-lap shear test.

The Investigation and Development Capacity of Xi'an Qujiang New District based on Environmental Carrying Capacity Wang Shuaizhong1, a,Liu Qingqing2,band Cao Chang3,c 1Department of Architecture, Faculty of Human Settlement and Civil Engineering, Xi’an Jiao-tong University, Xi’an, Shaanxi, 710049, China 2Department of Architecture, Faculty of Human Settlement and Civil Engineering, Xi’an Jiao-tong University, Xi’an, Shaanxi, 710049, China 3Department of Architecture, Faculty of Human Settlement and Civil Engineering, Xi’an Jiao-tong University, Xi’an, Shaanxi, 710049, China awww.wangshuaizh@163.com, b970658154@qq.com, C517600481@qq.com Keywords:Qujiang New District, Environmental Carrying Capacity and Survey and Planning Abstract.
References [1] Hanying MAO, Danlin YU A Study on the Quantitative Research of Regional Carrying Capacity, Advance in Earth Sciences Vol. 16 No.4 (Ang. 2001) [2] Zaide PENG, Kai YANG and Yun WANG The Primary Exploring of the Research Method of EASC, China Environmental Science Vol. 16 No.1 (Feb. 1996) [3] Hongcheng ZHANG, Rui QUAN Study on Xi’an Qujiang Mode From the Perspective of Social Engineering, Journal of Northwest A＆F University(Social Science Edition) Vol.13 No.2 (Mar, 2013) [4] Yu HUANG Environmental Status and Capacity Analysis of Xi’an Qujiang New District, management Vision·InternetFortune(Jul, 2009) [5] Zhonggen WANG, Jun XIA Quantitative Analysis on Bearing Capacity of Ecological Environmental, Journal of Changjiang Vocational University Vol.16 No.4 (Dec, 1999)

Introduction The Impact-echo (IE) method is widely used in the field of non-destructive testing in either mechanical or civil engineering mainly due to its simplicity, low implementation cost and a relatively wide range of possible uses.
Service Life Estimation and Extension of Civil Engineering Structures. 1.
Virginia: American Society of Civil Engineers, 2001, s. 1-18.
Precision Engineering. 2021, 70, 135-144.

Load-Bearing Capacity of Reinforced Concrete and Fiber Concrete Cross-Beam Systems SURIANINOV Mykola1,a*, KRUTII Yurii1,b, SHYLIAIEV Oleksii1,с, MURASHKO Oleksiy1,d and TOGOBYTSKA Violeta2,e 1Odesa State Academy of Civil Engineering and Architecture Didrikhsona str., 4, Odesa, Ukraine, 65029 2National University of Civil Defence of Ukraine, 94, Chernishevska str., Kharkov, Ukraine, 61023 аsng@ogasa.org.ua, byurii.krutii@gmail.com, cshyliaiev@gmail.com, dmurashko@ogasa.org.ua, eleta-yczy@ukr.net Keywords: concrete, fiber concrete, cross-beam system, bearing capacity, experiment, finite element method, ANSYS.
At the same time, the discrepancy in the approaches considering torsion and not taking it into account is about 5% for all the samples studied in the work. 1 Introduction Modern industrial and civil construction is impossible to imagine without further development of concrete, reinforced concrete and fiber concrete as the most common materials of load-bearing structures [1, 2, 3].
International Journal of Engineering and Technology(UAE), 7(3), (2018), 275–279 [3] P.
International Journal of Engineering and Technology(UAE). 7(3) (2018) 494–500 [4] Y.H.
International Journal of Engineering and Technology(UAE). 7(3) (2018) 382–387 [11] M.Yu. 

Quasi-plane-hypothesis of strain coordination for RC beam strengthened with near-surface mounted carbon fiber reinforced plastic bar or helical rib bar Zeng Xiantao1, a, Ren Zhenhua1, 2, b 1School of Building Engineering, Hunan Institute of Engineering, Xiangtan 411104, China 2College of Civil and Transportation Engineering, Hohai University, Nanjing 210098, China aemail:xtzeng63@163.com, bemail:zhhren81@163.com Key words: Strain coordination, Quasi-plane-hypothesis, Near-surface mounted, Carbon fiber reinforced plastic, Helical rib rebar, Strengthening, Concrete beam Abstract.
Acknowledgements This work was financially supported by Consultative Program of Chinese Academy of Engineering, Science & Research Program of Hunan Province and Science Foundation of Hunan Institute of Engineering.
China Civil Engineering Journal, 2001,34(1):33-38(in chinese) [2] OCHLERS D J, MORAN J P.
Journal of Structural Engineering,1990, ASCE 116(4):978-994 [3] HAMOUSH S A, AHMAD S H.
Journal of Structural Engineering, 1990, ASCE 116(2):356-371 [4] ZENG Xiantao et al.

Prediction of Target Displacement of Reinforced Concrete Frames Using Artificial Neural Networks Iman Kameli1,a, Mahmoud Miri2,b and Ali Raji3,c 1M.Sc Student, Civil Engineering Department, University of Sistan & Baluchestan, Iran 2Assistant Professor, Civil Engineering Department, University of Sistan & Baluchestan, Iran 3M.Sc in Structural Engineering akameliiman@gmail.com, bmmiri@hamoon.usb.ac.ir, c aliraji110@yahoo.com Key words: Reinforced concrete frame, Masonry infills, Neural network, Target displacement.
"damping in buildings: its neural network model and AR model", Engineering Structures 221216-1223 (2000)
[5] Arslan MH An evaluation of effective design parameters on earthquake performance of RC buildings using neural networks Engineering Structures 32 1888_1898 (2010)
[8] International Institute of Earthquake Engineering and Seismology, Guideline for Seismic Rehabilitation of Existing Building, 1, Tehran, Iran (2002)
New Zealand Society for Earthquake Engineering; (2005)