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Cold trapezoidal channel composite lining structure force analysis and failure criteria Xiangdong Shena, Yupei Zhangb College of Water Conservancy and Civil Engineering, Inter Mongolia Agricultural University, Hohhot 010018,China andsxd@163.com, bzhangyp0417@126.com Keywords: Channels composite lining; mechanics of composite materials; stress analysis Abstract.
In recent years, at home and abroad began using polystyrene board insulation materials as road works, industrial and civil engineering and water conservancy.
However, the lining structure size selection generally just rely on practical experience and experimental data[6], and the lack of convenient and practical theoretical calculation model for design reference use, and can not form the normative documents on the engineering design guidance.
Based on reasonable assumptions concrete composite lining conveyance channel, the use of composite mechanics, concrete structures and other theories, the force of the channel composite lining structure, established channels of composite failure criteria of the lining structure, hope provide a theoretical basis for the engineering design and construction of composite lining channels.
Conclusions 1) According to the trapezoidal channel composite lining the frost heave simplified mechanical model, design and test methods for composite lining structure to overcome the past, empirically and tectonic blindly selected cross-section of the defect. 2) Frost heave force composite Lining Internal Force calculation method provides a theoretical basis for the control of internal forces of the composite lining structure, improve the cracking resistance of composite lining structure. 3) This paper built a mechanical model only takes into account the impact of frost heaving force, while ignoring the normal freezing action, from the view of the material properties of the composite lining structure and engineering practice, in line with the actual engineering.

Unified Solution on Skew Plate Bending with Four Edges Supported under Arbitrary Load Lang Cao1, a, Xingjie Xing2,b and Fengguang Ge3,c 1,2College of Civil Engineering and Transport, Hohai University, Nanjing, China 3Nantong Zhongfang Building Insititute, Nantong, China a,c15312058818@126.com, bxingxingjie.2007@yahoo.com.cn Keywords: skew plate, four edges supported, bend of elastic plate, arbitrary load, Fourier series, unified solution.
So the finite element method （FEM）is mostly used for analysis and calculation in engineering.
It’s conducive for the theoretical study and engineering design of skew plate.
[3] Lang Cao: Engineering Mechanics.
[5] J B KENNEDY,M W HUGGINS: Proceedings of the American Society of Civil Engineers. (1964), pp.3-12

Nonlinear Analysis on Reinforced Concrete Frame Joints under Thermal-Stress Coupling Yuzhuo Wang 1, a, Chuanguo Fu 2,b 1,2School of Civil Engineering, Shandong Jianzhu University, Jinan, 250101, China a yuzhuowang@163.com, b sdfcguo@126.com, Keywords: Reinforced Concrete Frame Joint; Temperature Field Property; Thermal-Stress Coupling; Fire-Resistance; Nonlinear Analysis.
Acknowledgements: This project was supported by the National Natural Science Foundation of China（50978158）and Natural Science Foundation of Shandong Province（Q2007F02） References [1] ShiXuDong, GuoZhenHai, in: experimental investigation of behavior of reinforced concrete frames elevated temperature, edited by China Civil Engineering Journal, Vol.33 No.1, Feb. 2000.In Chinese
[3]Wubo,HeXiYang, in: A study on the redistribution of internal forces in reinforced concrete frames under high temperature, edited by China Civil Engineering Journal, Vol.39 No.9, Sep. 2006.In Chinese

Deterioration Evolutive Process of Cement-based Materials under Sulphate Physical Crystallization Attack Kunlin Ma 1,2,3, a, Feng Xing2,b ,Guangcheng Long1 and Youjun Xie1 1 School of Civil Engineering and Architecture, Central South University, Changsha 410075 China 2Shenzhen Durability Center for Civil Engineering, Shenzhen University, Shenzhen 518060 China 3 Hunan Industry Polytechnic, Changsha ,410208 China amark-mkl@163.com, bwang_weilun@hotmail.com Keywords: concrete; physical crystallization; sulphate attack Abstract.
Acknowledgements The authors sincerely appreciate the financial support by Project (SZDCCE 10-16) supported by Shenzhen Durability Center for Civil Engineering, Shenzhen University and Project (50925829) supported by National Science Fund for Distinguished Young Scholars.

In-Situ Applicability of Selected Nanotextiles on Surfaces of Historic Plasters ŠMIDTOVÁ Markéta1, a * and KROFTOVÁ Klára1, b 1CTU in Prague, Faculty of Civil Engineering, Thákurova 7, 166 29 Praha 6 asmidtmar@fsv.cvut.cz, bklara.kroftova@fsv.cvut.cz Keywords: cultural heritage, conservation, historic plaster, nanotextiles, Premonstrate Monastery Abstract.
Extensive research addressing the above issues through the application of nanotextiles is running at the Faculty of Civil Engineering CTU in Prague within the NAKI project [1].
Fig. 2 – Images of a PVB nanofibers layer from the electron microscope (a – without nanoparticles, b – with Ag nanoparticles, c – with TiO2 nanoparticles), fibre diameter 300 – 1000nm Verification of applicability under laboratory conditions The verification of the adhesion of selected nanotextiles to the surface layer of historic plasters was first carried out in the laboratory of the Faculty of Civil Engineering CTU in Prague.

Prediction of Dynamic Modulus of Asphalt Mixture Based on Viscoelastic Properties of Asphalt Mortar Zhan Xiaoli College of Civil Engineering and Architecture, Zhejiang University of Technology, Hangzhou,310014, China zxlzxl138@126.com Keywords: Asphalt Mixture, Asphalt Mortar, Dynamic Modulus, Viscoelastic Properties Abstract.
Journal of Materials in Civil Engineering, 23(5): 606-611
Canadian Journal of Civil Engineering, Vol. 35, pp. 699-707.

Static Analysis of a Meteorological Tower under Lateral Loads Zhibin Su 1,a, Shengnan Sun 1,b 1 School of Architecture & Civil Engineering, Liaocheng University, Liaocheng, Shandong, 252059, China a suzhibin@126.com, b sunshengnan1982@163.com Keywords: finite element; seismic response; meteorological tower; natural period.
[3] Jia Baorong, Luo Yongfeng, Wu Jianzhong, “Nonlinear Stability Behavior of a High Steel Gantry Crane,” Structural Engineers, vol.24, pp.57-60, April 2008.
(In Chinese) [5] BeiJing Civil King Software Technology Co., Ltd., “SAP2000 Chinese Guide,” June 2006.
(In Chinese) [6] Li Liang, Chen Junwu, “Dynamic Time-History Analysis of a Steel Meteorological Tower Seldom Occurred Earthquake Considering P-delta Effect,” Structural Engineers, vol.25, pp.79-83, December 2009.
(In Chinese) [7] Computers and Structures, Inc., BeiJing Civil King Software Technology Co., Ltd., “CSI Analysis Reference Manual,” December 2005.

Mesoscopic Thermal-Mechanical Fire Damage Modeling of High Performance Concrete Jie Zhao1,2,a, Jian-Jun Zheng3,b, Gai-Fei Peng2,c and Klaas van Breugel1,d 1Faculty of Civil Engineering and Geosciences, Delft University of Technology, 2628 CN Delft, The Netherlands 2School of Civil Engineering, Beijing Jiaotong University, Beijing 100044, P.
China 3School of Civil Engineering and Architecture, Zhejiang University of Technology, Hangzhou 310014, P.

Laboratory Permeation Tests of PS for Solidification of Relic Soils in Humid Circumstances CHAI Xinjun1, a, CHEN Peihang2,b,He Chunfeng3,a,RAO Chenxi3,a 1 Department of Civil Engineering, East China Institute of Technology, China 2 China Electric Power Research Institute, Hangzhou, China 3 Department of Civil Engineering, East China Institute of Technology, China axj_chai@126.com, bchenpeihang1979@sina.com, Keywords: PS solution, earthen sites, laboratory permeation, Abstract.
Advances in Industrial and Civil Engineering, Advanced Material Research, Vols.594-597(2012) pp.343-346, 2012

Effective Stress Parameter for Unsaturated Soils under Drying and Wetting Processes Panich Voottipruex 1, a, Anuchit Uchaipichat 2, b* and Ekachai Man-koksung 2, c* 1 Department of Teacher Training in Civil Engineering, King Mongkut's University of Technology North Bangkok, Bangkok, 10800, Thailand 2 Department of Civil Engineering, Vongchavalitkul University Muang District, Nakhon Ratchasima, 30000, Thailand a pnv@kmutnb.ac.th, b anuchitu@yahoo.com, c aunetun@hotmail.com *Corresponding Author Keywords: Unsaturated soils, Drying-wetting, Effective stress, Suction Abstract.
These types of soils are often encountered in civil engineering practice, such as compaction works in construction of roads, dams and other types of embankment and causes severe problems due to expansion and collapse of soils skeleton to several existing buildings.