Search results

The Application of the TM30 Measuring Robot in the Open Pit Slope Monitoring Maolin Xu , Liyan Li (School of Civil Engineering, Liaoning University of Science and Technology, Anshan,Liaoning,114051) 598292749@qq.com Keywords: TM30 measurement robot, auto monitoring, slope Abstract.
Benchmark network figure Fig.2.After the top of stake is assembled, the base stake The automatic monitoring of mine slope by TM30 surveying robot This deformation monitoring executes the relevant provisions of engineering survey of the People's Republic of China Standard (GB50026-93) in the second deformation measurement accuracy requirements.
Beijing architecture engineering institute 2008(in Chinese) [3].Jianjian,Yang.Guohe,Rao.Chang,Xu.Kai,cao.Hydro-electricity automation and dam supervision. 2008, 32(1):72-74(in Chinese) [4].Pengjun,Liu.

Axial Vibration Analysis of Buried Pipeline under Earthquake Interaction Tingyue Hao Department of Civil Engineering, Tangshan College, Tangshan,063000, China shphtysyb@163.com Keywords: Earthquake Interaction; Buried Pipeline; Axial Vibration; Displacement Abstract.
United Kingdom Vol.77(2000), p.651 [3] Maharaj Kaul: Earthquake Engineering Structure Dynamics Vol.6(1978), p.497 [4] M.
Ang: Engineering Mechanics Vol.94(1968), p.559 [5] F.

Wave Propagation in a Magnetoelectroelastic Rod Jianmei Chang1,a, Huaiping Feng1,b 1School of Civil Engineering, Shijiazhuang Tiedao University, Shijiazhuang 050043, China achangjiangmei@hotmail.com, bfenghuaiping@gmail.com Keywords: Wave propagation; Magnetoelectroelastic material; Rod; Waveguides; Dispersion; Frequency spectrum Abstract.
For this reason, in recent years, piezoelectric and piezomagnetic materials have been increasingly applied to different engineering structures, especially to the smart or intelligent systems as intelligent sensors, damage detectors etc[1-4].
Key Engineering Materials, 2006,v 324-325 I, p 531-534 [5]Pan,E.

Structure Buckling Reliability Analysis for the Underwater Super-Speed Supercavitating Vehicle Hai An a, Weiguang An, Ling Zhou College of Aerospace and Civil Engineering; Harbin Engineering University; Harbin 150001; Heilongjiang; China; a anhai@hrbeu.edu.cn Key words: structure buckling reliability analysis; semi-analytical FEM; critical buckling load coefficient; Limit Step Length Iteration Method; underwater super-speed supercavitating vehicle Abstract.
Solids Struct., Vol.41(2004), P. 1039-1059 [2] Gong Jinxin: Reliability Methods for Engineering Structure, Dalian University of Technolgy Press, Dalian(2003), in press

Study on Shape Recovery Behaviors of Epoxy-based Shape Memory Polymer Bo ZHOU1, 2, a, Xuelian WU1, Yanju LIU3 and Jinsong LENG1, b 1Center of Composite Materials and Structures, Science Park of Harbin Institute of Technology, No.2 Yikuang Street, Harbin 150080, China 2College of Aerospace and Civil Engineering, Harbin Engineering University, No.145 Nantong Street, Harbin 150001, China 3Department of Aerospace Science and Mechanics, Harbin Institute of Technology, No.92 Western Dazhi Street, Harbin 150001, China azhoubo@hrbeu.edu.cn, blengjs@hit.edu.cn Keywords: Shape memory polymer, shape recovery behaviors, shape recovery equation.
Li: Key Engineering Materials Vol.419-420 (2010) p.497

Study on New Technology of Treatment of Capillary Water in Subgrade with Soft Permeable Pipe Filled With Sand Xiu-guang Song1,2, Yi-fan Yu1,2,b*, Hong-bo Zhang1,2,a, Hong-chao Li3, Jian-qing Wu1,2 and Chao Li1,2 1 School of Civil Engineering, Shandong University, Jinan, 250061, China 2 Subgrade Security Engineering Research Center of Shandong Province, Jinan, 250061, China 3Third Geological Exploration Institute of Geology and mineral resources of Henan Province Bureau of exploration and development, Luoyang, 471023, China a zhanghongbo@sdu.edu.cn, b yyfsdu@163.com *Corresponding author Keywords: Soft permeable pipe, Fine sand, Gravel cushion, Capillary water, Drainage channel.
Experimental study on engineering properties of silt in Yellow River flood plain areas[J].

Analysis on Traffic Noise Attenuation by Using Sound Barrier Xianfeng Huang1, 2, a, Chenhui Zhu1, 2,b and Quan Shi1, 2, c 1 Guangxi Key Laboratory of Disaster Prevention and Engineering Safety，Guangxi University, Nanning, 530004, China 2 College of Civil Engineering and Architecture, Guangxi University, Nanning, 530004, China aseulee@163.com, bhuihui8905@sina.com, c805802258@qq.com Keywords: Noise insertion loss, Sound barrier, Sound insulation.
Background Theory In the light of practical engineering, all the concerned sound sources are all the linear ones here.

Analysis of Dirt Resistance Based on the Double-pipe Device BAI Li1,a LIU Tan1,b (1Jilin Institute of Architecture and Civil Engineering, School of Municipal and Engineering, Changchun, China) abaili0308@163.com,bltmapro@163.com, Keyword: The double-pipe system, Temperature, Dirt resistance Abstract: The double-pipe heat exchanger device is used for simulating sewage heat exchanger.
The sewage-source heat exchanger divide into tube and plate, the tubular heat exchanger applied to most actual engineering.

Finite Element Analysis of the Greenhouse Canopy Effect with Seismic Load Changjiang Liu 1,a Jinlong Wang 2,b 1 ,2 College of Civil Engineering, Weifang University, Weifang ,China a btlcj@163.com , b wjl006908@163.com Keywords: seismic load; greenhouse canopy; the finite element; ANSYS Abstract: The finite element model about greenhouse canopy of seismic analysis was setted up, The finite element analysis software ANSYS was used to study structure displacement, stress analysis on greenhouse shed.
References [1] Yuyun Yang:Overview of engineering geology.Wuhan: China University of Geosciences Press,1994
[3] Changji Zhou: Modern greenhouse engineering.

Unified solution of passive earth pressure for unsaturated soils Changguang Zhang1, a, Donghui Zhu1, b, Zhi Gao1,c, Guangwei Xue1, d and Zheng Li1,e 1School of Civil Engineering, Chang'an University, Xi'an 710061, China azcg1016@163.com, b1165339950@qq.com, c752978283@qq.com, d738830925@qq.com, e602579383@qq.com Keywords: unsaturated soils, passive earth pressure, intermediate principal stress, matric suction Abstract: With two different distributions of matric suction, the unified solution of passive earth pressure for unsaturated soils is obtained, which is based on the unified shear strength for unsaturated soils in terms of two independent state stress variables and could avoid some shortages of Rankine's passive earth pressure.
Therefore the available existing shear strength for unsaturated soils on the basis of an extended Mohr-Coulomb (M-C) criterion is inappropriate in that the M-C criterion does not take into account the influence of intermediate principal stress, which is more conservative for engineering design.
Journal of Geotechnical and Geoenvironmental Engineering, 2008, 134(11): 1619–1632