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Science bulletin of Voronezh state university of architecture and civil engineering.
Regional architecture and civil engineering. 2 (2009) 37-40
Industrial and civil engineering. 9 (2010) 9
Regional architecture and civil engineering. 1 (2009) 9-13
Science bulletin of Voronezh state university of architecture and civil engineering.

Duran2,b 1Bachelor, School of Civil Engineering, Peruvian University of Applied Sciences, Lima, Peru 2Full Professor, School of Civil Engineering, Peruvian University of Applied Sciences, Lima, Peru au201412633@upc.edu.pe, bgary.duran@upc.edu.pe Keywords: Clay soil, Rice husk ash, Lime, Soil stabilization.
Electronic Journal of Geotechnical Engineering 13.6 (2008): 1-12
International journal of civil engineering research 5.1 (2014): 49-54
National University of Engineering, Lima, Peru
IOP Conference Series: Materials Science and Engineering 758(1),012041

Bernold: American Society of Civil Engineers (2000) No5, pp.117-201
Bernold: American Society of Civil Engineers (1998) No3, pp.123-128
Bernold: American Society of Civil Engineers (2003) No1, pp.35-40
Li: American Society of Civil Engineers (2003) No3, pp.52-57
Li: American Society of Civil Engineers (2004) No7, pp.47-52

The Research of Reliability of Axial Forced Components from Steel Structural Design Codes between China and Foreign Wenhai Luo1, a, Zhihua Nie1,b 1 Department of Civil Engineering, Nanchang Institute of Technology, Nanchang, Jiangxi, 330099, China adsytx@126.com, bncnzh@163.com Keywords: steel structure, design code, reliability Abstract.
Introduction At present time, in the international civil engineering design area, European and American standard systems tend to dominate.
In the cooperation engineering construction between other countries and China, our civil engineering standard system has been almost ignored.
It just because these our partners didn’t understand our civil engineering standard systems, which they considered that the setting-level of the safety of our standard systems was lower then what of American and European standard systems.
However, our engineer almost didn’t understand the European and American civil engineering standard systems, so they could hardly prove that ours were more reliable than the American and European standard systems.

Experimental Study on Flexural Deformation Behavior of Concrete Beams Reinforced with GFRP Bars Decheng Fu 1,2,a, Yuhui Wen3,b, Bo Wang4,5,c 1 Department of Finance, Jilin Province Economics and Management Cadres collage, Changchun, Jilin, 130012, China 2 College of Construction Engineering, Jilin University, Changchun, Jilin, 130021, China 3 Department of Civil Engineering, The City College of Jilin Architecture and Civil Engineering Institute, Changchun, Jilin, 130111, China 4 School of Civil Engineering, Jilin Architecture and Civil Engineering Institute, Changchun, Jilin, 130021, China 5 School of Civil Engineering, Harbin Institute of Technology, Harbin, Heilongjiang, 150090, China afudecheng@126.com, byuhui_wen@126.com, cwang_bo@hit.edu.cn Keywords: Fiber reinforced polymer; Glass FRP bar; Concrete beam; Deformation; Load-deflection history Abstract.
[2] Ou Jinping, Wang Bo, He Zheng, Zhang Xinyue and Qian Minzhong: Advances in Structural Engineering Vol.7(2004),p. 427~436
[3] Ou Jinping, Wang Bo, He Zheng: China Civil Engineering Journal Vol.38(2005),p. 8~12
[6] Meier,U.: Strucrural Engineering International Vol.2(1992),p.7~12.

Based on The Strength Reduction Slope Stability Finite Element Analysis of Engineering Examples Pengfei Li 1, a, Hongbo Liu 1,b and Yu Zhang 1,c 1 Department of Civil Engineering，Hebei Institute of Architecture and Civil Engineering, Zhangjiakou，Hebei，075000，China a365219355@qq.com, b67741234@qq.com, c30957837@qq.com Keywords: slope stability，strength reduction method，finite element Abstract.
References [1] Sichuan Geological group, Suining Xishan Landslide Control Engineering 2005, 1(In Chinese) [2] Luyu Zhang, Yingren Zheng, Shangyi Zhao, Weimi.
Analysis principles of engineering geology .
Slope engineering - recent advances in theory and practice [M].
Analysis principles of engineering geology .

Preface The first International Conference on Civil Engineering, Architecture and Building Materials (CEABM 2011) took place at Haikou, China from June 18th to June 20th, 2011.
CEABM series aim to cover the recent advancement and trends in the area of civil engineering, architecture and building materials to facilitate knowledge sharing and networking interactions on emerging trends and new challenges.
This book aims to collect the latest advancement and applications of structural engineering, bridge engineering, tunnel, subway and underground facilities, seismic engineering, environment-friendly construction and development, monitoring and control of structures, structural rehabilitation, retrofitting and strengthening, reliability and durability of structures, computational mechanics, construction technology, etc.
Guangfan Li Hainan University, China The 2011 International Conference on Civil Engineering, Architecture and Building Materials (CEABM 2011) Sponsored by College of Civil Engineering and Architecture, Hainan University College of Civil and Architecture Engineering, Guizhou University Hainan Society of Theoretical and Applied Mechanics Conference Organization Chairman Prof.
Shilang Xu, Zhejiang University, China Senior Engineer.

Modulus Mapping and Its Use to Determine the Effect Process of Drying on the Cells of Spruce PROŠEK Zdeněk1, a *, TOPIČ Jaroslav1,b, TESÁREK Pavel1,c, NEŽERKA Václav1,d and KRÁLIK Vlastimil2,e 1CTU in Prague, Faculty of Civil Engineering, Thákurova 7, 166 29 Praha 6, Czech Republic 2CTU in Prague, Faculty of Mechanical Engineering, Technická 4, 166 29 Praha 6, Czech Republic azdenek.prosek@fsv.cvut.cz, bjaroslav.topic@fsv.cvut.cz, ctesarek@fsv.cvut.cz, dvaclav.nezerka@fsv.cvut.cz, evlastimil.kralik@fsv.cvut.cz Keywords: Modulus Mapping, Micromechanical Properties, Norway Spruce, NanoDMA, Cell Wall.
Introduction Wood is one of the oldest materials used for civil engineering.
Nanoindentation was accomplished using Hysitron Tribolab device, located at the Faculty of Mechanical Engineering at the CTU in Prague.
Acknowledgement Financial support from the Faculty of Civil Engineering, Czech Technical University in Prague (SGS project SGS14/122/OHK1/2T/11).
The authors also thank the Center for Nanotechnology in Civil Engineering at the Faculty of Civil Engineering of CTU in Prague in Prague and the Joint Laboratory of Polymer Nanofiber Technologies of the Institute of Physics of Academy of Science of the Czech Republic, and the Faculty of Civil Engineering of CTU in Prague.

Research on key technology and application of building monolithic moving engineering [D].Nanjing: College Civil Engineering of Southeast University,2003.10
Jinan: College Civil Engineering of Shandong Jianzhu University, 2009.12
Jinan: College Civil Engineering of Shandong Jianzhu University, 2009.12
Jinan: College Civil Engineering of Shandong Jianzhu University, 2009.12
Jinan: College Civil Engineering of Shandong Jianzhu University, 2009.12.

Azra Korjenic2,e 1Brno University of Technology, Faculty of Civil Engineering, Institute of Technology of Building Materials and Components, Veveri 331/95, 602 00 Brno, Czech Republic 2Vienna University of Technology, Institute for Building Construction and Technology, Research Centre of Building Physics and Sound Protection, Karlsplatz 13/206-2, A - 1040 Vienna, Austria azach.j@fce.vutbr.cz, bhroudova.j@fce.vutbr.cz, cpetranek.v@fce.vutbr.cz, dkosikova.j@fc.vutbr.cz, eazra.korjenic@tuwien.ac.at Keywords: Thermal insulation materials, thermal conductivity, technical hemp, hemp fibers, flax fibers, jute fibers Abstract.
The thermal insulation materials form integral part of all constructions in civil engineering.
Simulation Model of an engineering structure envelope was made in order to check the behavior of the developed materials in the engineering structure in practice.
Study syllabus, Brno University of Technology, Faculty of civil engineering, Brno, Czech Republic. (2006) [3] V.
Analysis of Thermal Insulation from Renewable Resources, Engineering structures and technologies,2(2): 66-70