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Moreover, during the cement concrete pavement in-site repairing engineering, due to the slow setting and hardening and long time of strength development of common cement, it takes 14 days of closed maintenance to reaches above 80% of design strength, then to be open for traffic.
Weiguo: Influence of subgrade modulus on the mechanical behaviors of existing impact-compacted concrete pavement, China Civil Engineering Journal Vol. 39(4)(2006), p. 121-126

Long-term Performance of Steel-concrete Composite Box Girder Liu Xiaojie1,a*, Jiang Yapeng1,b 1 School of civil Engineering , Central South University, China a marymary.liu@gmail.com, b jiangyapeng0905@163.com Keywords: composite box girder, deflection，stress Abstract: In this paper, an analytical example was given to show the time-varying regularity of stress and deformation of composite box girder.
Introduction Steel-concrete composite box beams have gained wide application in bridge engineering due to light weight, large torsional rigidity and adaptability to modern construction.

Analysis and studies on the Composition of Municipal Solid Wastes Dan Li 1, a, Yong’an Ao 2,b , and Xuefeng Wang 1,c 1 Architecture City Construction Department, Hebei Institute of Architecture and Civil Engineering, Zhangjiakou, China 2 Municipal and Environmental Engineering, Shenyang Jianzhu University, Shenyang, China a ldan_03_21@163.com, b hj_aya@edu.ccn, c falcon5680@163.com Keywords: Waste Component, Municipal Solid Wastes, Landfill.

Ahmad1,a, D W SHU1,b 1School of Mechanical and Aerospace Engineering, Nanyang Technological University, 50 Nanyang Ave., 639798 Singapore airam0002@ntu.edu.sg, bmdshu@ntu.edu.sg, Keywords: Magnesium alloys; protection materials; high strain rate; Hopkinson bar; body armour Abstract.
Light weight magnesium alloys find uses in many civil and defense applications.
Ebert, Magnesium Properties-applications-potentials, Materials Science and Engineering A302 (2001) 37-45

A study of seismic strengthening of masonry of existing school building,　China Civil Engineering Journal, Vol.43(2010), p. 436-441.
Seismic evaluation and seismic strengthening after Wenchuan earthquake, Earthquake Resistant Engineering and Retrofitting, Vol.33(1):106-111 (2011).

LIU 2, b 1 State Key Laboratory of Hydrology-Water Resources and Hydraulic Engineering, Hohai University, Nanjing, 210098, P.
China 2 College of Hydraulic and Civil Engineering, Shandong Agricultural University, Tai’an, 271018, China alxzhangqing@hhu.edu.cn, bzqliu08@sdau.edu.cn Keywords: reinforced concrete lining, coupled analysis, smeared cracking model, high water pressure, diversion tunnels.

Shear Tests of Composite Slabs, Experimental and Numerical Investigation Josef Holomek1, a *, Miroslav Bajer 1,b, Jan Barnat1,c and Martin Vild1,d 1Brno University of Technology, Faculty of Civil Engineering, Institute of Metal and Timber Structures Veveří 95, 602 00 Brno, Czech Republic aholomek.j@fce.vutbr.cz, bbajer.m@fce.vutbr.cz, cbarnat.j@fce.vutbr.cz, dvild.m@fce.vutbr.cz Keywords: Composite slab, embossment, finite element model, shear resistance, slip, small-scale shear test.
References [1] Ferrer, M., Marimon, F., Crisinel, M., Designing cold-formed steel sheets for composite slabs: An experimentally validated FEM approach to slip failure mechanics, Thin-Walled Structures, Volume 44, Issue 12, Elsevier, 2001. p. 1261 – 1271 [2] Patrick, M., Poh W., Controlled test for composite slab design parameters, IABSE reports, Zürich, 60, 1990, p. 227-231 [3] Patrick, M., Bridge, R., Partial shear connection design of composite slabs, Vol. 16, No. 5, Engineering Structures, 1994, p. 348–362 [4] Manuals on http://www.cervenka.cz/products/atena/documentation/

The elastic-plastic time history analysis on High-rise Steel Structure about Main Power House of Thermal Power Plant Liu Huanqin1a, Li Weibin1b, WuRuoyang1c 1School of Civil Engineering, Southeast University, Nanjing 210096, China alhq_to@163.com, bliwbliwb@163.com,c380515287@qq.com Key words: The elastic-plastic time history analysis, Seismic performance, Ability to resist lateral Abstract:in this paper, elastic-plastic time history analysis was carried out on the new power plant structure jointing the boiler steel frame and high-level framework workshop.
In order to get the more wider basis of the engineering application of this new type of structure,making the elastoplastic time history analysis on the structure, to get a thorough knowledge of the seismic performance of structures.

Seismic Response Analysis of Large Liquid Storage Tanks Yuan Zhang1, a, Youhai Guan1, b 1 College of Pipe & Civil Engineering, China University of Petroleum (Huadong), Qingdao, Shandong, 266580, China avnh1980@163.com, bgyhlhl@163.com Keywords: Large Storage Tank, Dynamic Behavior, Seismic Response Analysis, Elephant Foot.
Beijing: Institute of engineering mechanics, China earthquake administration, 2007 (in Chinese) [3] Sheliang Wang.

Studies on Band Structures and Wave Localization Phenomenon of the Randomly Disordered Two-dimensional Solid-fluid Phononic Crystals A-Li Chen 1, a, Yue-Sheng Wang 1,b and Chuanzeng Zhang 2,c 1 Institute of Engineering Mechanics, Beijing Jiaotong University, Beijing 100044, China 2 Department of Civil Engineering, University of Siegen, D-57068 Siegen, Germany aalchen@bjtu.edu.cn, byswang@bjtu.edu.cn, c c.zhang@uni-siegen.de Keywords: phononic crystal; random disorder; localization; supercell method Abstract: The supercell based plane wave expansion method is used to study the effects of random disorders on the band structures of a two-dimensional (2D) solid-fluid phononic crystal.