Search results

Studies have shown that velocity index of viscous damper commonly used in engineering is ranged from 0.3 to 1.0[6].
Journal of Bridge Engineering, 1999, 4 (3):151-156
Engineering Structures, 2006, 28 (7):959-976
[4] Uang C M, Frieder S, Cole C M.Earthquake Engineering and Structural Dynamics. 2005, 34: 393-408
Engineering Structure, 2003, 25: 913 – 925

，Xi¢an，Shaanxi 710068，China 2 Key Laboratory for Special Area Highway Engineering of Ministry of Education，Chang¢an University，Xi¢an，Shaanxi 710064，China 3Henan Vocational and Technical College of ommunications,Zhengzhou,450005，China awengxiaolin2000@sohu.com b894269934@qq.com c49768532@qq.com Key words: collapsible loess, widened subgrade, water damage, treatment, model test.
Foreword Due to the special engineering properties of loess, such as low strength, low bearing capacity, high thixotropy and high collapsibility, expressways built in such areas are always subject to subgrade failures either caused by differential settlement or, which is more serious, by the subgrade instability resulting from water wetting.
A lot of research has been developed at home and abroad on loess-related issues such as the mechanism of collapsibility and influencing factors, and the treatment for engineering failures.
Loess subgrade strength law [J].Journal of Traffic and Transportation Engineering.2004（2）: 213-221 [5]LIU Xuedian.mechanics and engineering of loess.XI’an: Shaanxi Science and Technology Press,1997
[J] China Civil Engineering Journal, 1981（1）：143–49 [7]A.G.I.Hortnxs-Pedersen, H.Broers.

In order to study its seismic properties, a shaking table test for full-scale model of ALC external walls and joints has been performed in the national key laboratory of civil defense in Tongji University.
References [1] Li Guoqiang, Fang Mingji etc., Experimental research on seismic behavior of steel frames with ALC external wall panels and masonry wall, Earthquake Engineering and Engineering Vibration, vol.25,No.2:82~87
[2] Zhao Xin etc, Shaking Table Study on a Full Scale Model of Wall Panels and Their Connections of Steel Frame Residential Building Systems, 6th Chinese Conference on Earthquake Engineering
Gad .etc., Lateral Behavior of Plasterboard-Clad Residential Steel Frames, J. of Structural Engineering vol. 125.
No.1 [6] A.K.H.Kwan, J.Q.Xia, Study on Seismic Behavior of Brick Masonry Infilled Reinforced Concrete Frame Structures, Earthquake Engineering and Engineering Vibration, vol.16,No.1:87~99.

Rapid Detection Method of Dr Value of Large Particle Size Filter Materials in Earth Rock-filling Dam of NuoZhadu Jianfeng Li1, a, Yunxian Zhou1, 2,b, Zhanjin Ning2, c, Qiqin Zhu1,d 1School of Civil Engineering, Chang’an University, xi’an, china, 710061 2 Hydro One People's Armed Police Corps, Jinzhou Road 23, Nanning, china, 530028 alilaoshi1956@163.com,bzhouyunxian013@126.com, cnzjkkjj＠sina.com, d717909482@qq.com Keywords: Nuozhadu dam; filter material II; relative density; rapid detection Abstract.
According to the requirements of DL/T5356-2006, Code for coarse-grained soil tests for hydropower and water conservancy engineering, relative density test is apply to the cohesionless coarse-grained soil with free drainage, the maximum diameter of which is 60mm, and fines content of coarse-grained soil less than 0.075mm should not be greater than 12%.
According to other engineering data and the early relative density test data with filter material II of NuoZhadu dam shown that the ρdmax and the ρdmin of filter material II are closely related to its distribution characteristics, and with the fines content of filter material II increased gradually, a gradually increasing trend has shown up.
Research and application of construction practical technology for earth rock-filling dam [M].Zhengzhou: The Yellow River Water Conservancy Press (2004) (In chinese) [2] SL237-1999 Specification of soil test [S].Beijing: China Water Conservancy and Hydropower Press (1999) (In chinese) [3] DL/T5356-2006 Code for coarse-grained soil tests for hydropower and water conservancy engineering [S].
Water Resources﹠Water Engineering [J]. 3(1):12-21(1992) (In chinese) [5] Jungao Zhu, Houyang Weng, Xiaoming Wu, Hanlong Liu.

Murugesan, International Journal of Scientific & Engineering Research Vol. 3 (2012), ISSN 2229-5518
Uniyal, IOSR Journal of Mechanical and Civil Engineering (IOSRJMCE) Vol.1 (2012) 14-21
Joshi, International Journal of Advanced Engineering Sciences and Technologies Vol. 10 (2011) 334 – 340
Sundaram, Journal of Energy Engineering Vol. 125 (1999) 35-41
Mahanta, K.S Raju and P.S Kumar, Proceedings of the Institution of Mechanical Engineers, Part A: Journal of Power and Energy Vol. 218 (2004) 509-527

A lot of engineering practice has proved that's not the case.
Proceedings of the Geotechnical Engineering Division, American Society of Civil Engineering National Conventioon, Florida,1980:53-79
Structural Engineering and Mechanics,2000,10(4):299-312
[4] G Chen, Y Q Cai and C J Xu: Journal of ZheJiang University (Engineering Version), Vol.42(2008) No.1, p.13.
(In Chinese) [6] Novak M, Nogami T, Fakhry AE.Dynamic soil reactions for plane strain case[J].Journal of the Engineering MechanicsDivision,ASCE,1978,104(EM4):953-959.

Caroline1.a 1Civil Engineering Department, Faculty of Engineering, Parahyangan Catholic University, Ciumbuleiut 94 Bandung 40141, Indonesia acaroline@unpar.ac.id Keywords: significant importance, road safety measures, safer road.
Phillip, Engineers Learn How to make Indonesia’s Roads Safer, Prakarsa Compendium, Indonesia Infrastucture Initiative (IndII), E-Trade Building, 7th Floor, jl.
[7] IndII, Making Indonesia’s Roads Safer, An Australia-Indonesia Partnership in Road Safety Engineering, Direktorat Jenderal Bina Marga, Kementrerian Pekerjaan Umum, 2010
Adler, Toward the Design of Intelligent Traveler Information Systems, Department of Civil Engineering, Center for Infrastructure and Transportation Studies, Rensellelaer Polytechnic Institute, Troy, NY 12180-3590, USA, 1998 [online] http://www.sciencedirect.com/science/article/pii/S0968090X98000126, accessed September 2011
Mohd Sadullah, Transforming the Road Safety Results in ASEAN Countries: Towards an Outcome based Approach, ASEAN Road Safety Summit 2013, Institute of Road Engineering, Bandung, Indonesia, 2013

Key problems on new underpass beneath the existing highway Zheng ZHANG1, a 1Key Laboratory of Transportation Tunnel Engineering, Ministry of Education, School of Civil Engineering, Southwest Jiaotong University, Chengdu 610031, China azhangzheng8901@163.com Keywords: Passage over street, Numerical Simulation, Underneath Pass, Existing Highway Abstract.
Introduction In recent years, with the development of infrastructure, especially transport facilities ( railway, highway and so on ) development, appears a lot of the new tunnel or underpass beneath the existing highway engineering phenomenon, and the scale is more and more big, buried depth is more shallow, it is bound to adversely affect the new tunnel on existing facilities.
Finite element model and numerical simulation Engineering Background.
Tunnel engineering construction points set [M].
Chinese Journal of Rock Mechanics and Engineering, 2007, 26(2): 3601-3608.

SORNAKUMAR 3, c 1 Dept. of Mechanical Engineering, Thiagarajar College of Engineering, Madurai-625015, India 2 Dept. of Prod.Tech, Madras Institute of Technology, Anna University, Chennai-600044, India 3 Dept. of Mechanical Engineering, Thiagarajar College of Engineering, Madurai-625015, India am_kuttikanna@yahoo.co.in, bkalaiselvan@mitindia.edu, csornakumar2000@yahoo.com * Corresponding Author Keywords: GFRP, Composite, Component, Filament winding, Mechanical Testing, Strength.
Resin matrix filament wound composite shells are widely applied in the fields of military, aerospace, energy transportation, pressure vessel, and civil engineering.
Custom products are engineered and manufactured for the particular corrosive, mechanical or thermal loading condition.

Laboratory Model Tests on Dredger Fills by Vacuum Preloading with No Sand Cushion Ya Jun Wu1,a, Jian Bo Yang2,b 1,2Department of Civil Engineering, Shanghai University, Shanghai 200072, China awyjdldz@163.com, byangjianbo70@126.com Keywords: No sand cushion, Vacuum preloading, Model test, dredger fill, Particle aggregation, Soil columns Abstract.
At present, the development of related researches is as follows: Combined with the specific engineering, M.
Consequently, it’s important to the theory research and engineering application of the vacuum preloading.
Journal of Water Resources and Architectural Engineering, Vol. 5 (2007) No.2, p.22
Journal of Water Resources and Architectural Engineering, Vol. 8 (2010) No.4, p. 131.