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Research on Influence of Thermosiphon Layout on Cooling Effect on Transmission Line Pile Foundation in Permafrost Region Haolin Yu1, 2, Xueyan Xu1, 2, Wei Wang1, 2 and Mingxuan Li1, 2 1Key Lab of Structures Dynamic Behavior and Control (Harbin Institute of Technology), Ministry of Education, Heilongjiang, Harbin, China150090 2School of Civil Engineering, Harbin Institute of Technology, Harbin, China 150090 yuhaolin@hit.edu.cn Keywords: thermosiphon layout design, temperature of soil around pile foundation, Geermu permafrost region, cooling effect of thermosiphon Abstract.
Introduction Since the 1960s, in transportation, hydraulic, pipeline engineering, a large number of thermosiphon bars were used to cool foundation and soil around it, to prevent frost heave and haw settlement in permafrost region domestically and overseas.
Journal of Traffic and Transportation Engineering Vol.5(2005), p. 41-46 [2] Y.Sheng, Z.
Zhang: APPLICATION PRINCIPLE AND PROSPECT OF THERMAL-PROBETECHNIQUE IN COLD REGION ENGINEERING.
Chinese Journal of Rock Mechanics and Engineering Sup.2(2003), p.2673-2676 [4] X.Y.

Experimental Study on Impact-Mechanics Properties of Basalt Fibre Reinforced Concrete Feilin Fan1,a, Jinyu Xu1-2,b, Erlei Bai1,c,Qiang He3 1Department of Airfield and Building Engineering, Air Force Engineering University Engineering Institute, Xi’an 710038, China; 2College of Mechanics and Civil Architecture, Northwest Polytechnic University, Xi’an 710072, China; 3Graduate school of Design in Air Force of ShengYang military area, LiaoNing110000, China aflybeyond007@163.com, bjyx369@yeah.net, cbaierlei@163.com Keyword: Basalt fiber reinforced concrete; impact test; stress-strain curve; impact-compression strength; strain-rate strengthening Abstract.
Acknowledgements Authers gratefully acknowledge the financial support from National Natural Science Foundation of China (51078350); ShannXi Province Natural Science Foundation of (2010JQ6011); and Doctorate Foundation from Engineering College, Air Force Engineering University (BC07002).

Underlying Surface Influenced on the Landslide Runout FAN XiaoYia, ZENG YaoXunb, DUAN XiaoDongc School of Civil Engineering and Architecture, Southwest University of Science and Technology, Mianyang 621010, China aemail: xyfan1003@126.com, bemail:348435106@qq.com, cemail:282895335@qq.com Keywords: Catastrophic Landslides, Underlying Surface, Horizontal Distance, Volume, Vertical Distance Abstract.
Wu: Journal of Engineering Geology Vol. 18 (2010), p. 805-817.
Kong: Journal of Sichuan University (Engineering Science Edition) Vol.42 (2010), p. 243- 249.
Fang: Journal of Logistical Engineering University Vol. 23 (2007), p. 16-20.
Qiao: Chinese Journal of Rock Mechanics and Engineering Vol. 29 (2010), p. 2337-2347.

The Finite Element Analysis and Experimental Study of Fly Ash Embankment Reinforcement Humei Wang1,a, Yang Wang2,3,b and Lin Huang4,c 1Tianjin Railway Technical and Vocational College, Tianjin, 300240, China 2School of Mechanical, Electronic and Control Engineering, Beijing Jiaotong University, Beijing, 100044, China 3School of Civil Engineering, Shijiazhuang Tiedao University, Shijiazhuang, Hebei, 050043, China 4Graduate School of Shijiazhuang Tiedao University, Shijiazhuang, Hebei, 050043, China awanghumei197902@163.com, bjtxwy@163.com (corresponding author), cwy@stdu.edu.cn Keywords: Model Experiment, Embankment, Geogrid, Fly Ash.
Considering engineering effects and economical factors, a layer of grid can be laid to reach the aim of reducing the embankment settlement when the embankment is not high.
Dey, Cost optimization of reinforced earth walls, Geotechnical, Geological Engineering. 26 (2008) 1-12
Huang, Laboratory simulating test and field settlement observation of reinforced embankmen, Chinese Journal of Geotechnical Engineering. 24(2002) 386-388

Research on Integrated Scheduling Model of Automated High-rise Warehouse and Traditional Flat Storehouse for Cigarette Distribution Center Xinshun Tong1,a, Lihua Yang2,b 1School of Mechanical and Electronic Engineering, Wuhan University of Technology, Wuhan 430070, China 2School of Economy and Management, Zhengzhou University of Light Industry, Zhengzhou 450002, China atp4990@sina.com, bylih0528@sohu.com Key words:automated high-rise warehouse; traditional flat storehouse; integrated scheduling; storage space planning Abstract.
In the investment cost aspect, we conducted a comprehensive analysis from civil engineering cost, land acquisition cost, equipment investment and other aspects.
References [1] Shi Yongqiang, Liang Haiyong:The Efficiency Optimization Algorithm of Automated Warehouse(Logistics Engineering and Management,china 2010) [2] Guan Zhong:Integrated Scheduling Model of Automated Storage and Flat Storage in Tobacco Distribution Center(Journal of Henan Institute of Engineering,china 2010) [3] M.Farlane:Auto ID Systems and Intelligent Manufacturing Control, Engineering Applications of Artificial Intelligence, 366-376(2003) [4] M.Chetty,S.Reddy:Genetic algorithms for studies on AS/RS integrated with Machines, Int J Adv Manuf Technol,vol.22, 932–940(2003) [5]Wu Honggang:Study on the Storage Cell Layout of Standard Warehouse Combining Automated High-rack Warehouse with Flat Storehouse in Tobacco Companies(Logistics Technology, chain 2009) [6]K.J.Roodbergen:A survey of literature on automated storage and retrieval systems, European Journal of Operational Research,vol.1, 323–334(2008) [7]Yang Lei,He Mengxi:Storage Space Optimization of the ASRS of TPL Enterprises

Progress and perspectives of microfauna as a powerful method for excess sludge reduction in wastewater treatment Limin Zhao, Sen Wen College of Civil Engineering and Architecture Henan University Kaifeng 475004, China mumu55882005@163.com (corresponding author) Keywords: aquatic worm; earthworm; sludge reduction Abstract.
Biochemical Engineering Journal 28,117-122
Ecological Engineering, 32(4):301-309
Ecological Engineering, 21(2-3):197-203
IEEE International Conference on Bioinformatics and Biomedical Engineering, 2008, 2:3023-3026

Freeway Slope Stability Evaluation Based on Multi-level Fuzzy Neural Network Yankai Wu1,a, Xiansong Sang2,b and Bin Niu3,c 1College of Civil Engineering and Architecture, Shandong University of Science and Technology, Qingdao, Shandong, China 266590 awuyankai2000@163.com bhobo-man@163.com cniubin_0000@163.com Keywords: Fuzzy artificial neural network; Slope stability evaluation; Mountainous freeway Abstract: On the basis of introduced basic principle of fuzzy-artificial neural network, this article constructed a slope stability assessment index system with multi-level fuzzy neural network, and made detailed evaluation criterion according to the assessment characteristics of slope stability.
The artificial neural network just needs enough representative learning samples without any preconditions and strict comprehensive evaluation mathematical models in engineering.
In recent years, the artificial neural network began to be applied in the stability analysis and evaluation of slope engineering.
This provided a new way to solve the stability problems of complicated slope engineering.
Chinese Journal of rock mechanics and engineering, 1999, 18(3): 303-307

Construction Optimization of the Bridge-Tunnel Sections Wan-li CHAO 1,2,a, Xing-hua WANG 1,b 1 School of Civil and Architectural Engineering, Central South University, 68 Shaoshan South Road, Changsha China 410075, 2 Hunan Communications Research Institute 472 Furong Road, Changsha China 410074 a 33cwl@163.com, b xhwang@mail.csu.edu.cn Keywords：bridge-tunnel sections; construction optimization; numerical simulation Abstract.
The static calculation model and parameters The single tunnel with three lanes studied here build in a Ⅳ-level surrounding rock, and its mechanical parameters, derived from the engineering geological investigation report and reference, are shown in table1.
Chinese Journal of Rock Mechanics and Engineering.
Chinese Journal of Underground Space and Engineering.
Chinese Journal of Geotechnical Engineering vol28(2006) ,p.2111~2116, in Chinese [5] Xing-qiang Zhang.

Damage Analysis on a Frame Structure under Repeatedly Blasting Vibration Wenhui Tana, Miao Yub and Pengfei Zhang c School of Civil and Environmental Engineering, University of Science and Technology Beijing, Beijing 100083, P.R.China awenhui.t@163.com, byumiao2007@163.com, cfeiyuanweining@163.com Keywords: Repeatedly Blasting Vibration; Frame Structure; Damage Abstract.
References [1] China Association of Engineering Blasting: Blasting Safety Regulations (GB6722—2003) (Standards Press of China, 2004).
Lu: World Information On Earthquake Engineering Vol. 20(2004), p. 95 (in Chinese) [4] X.H.Long, L.
Li: Earthquake Resistant Engineering and Retrofitting Vol.29(2007), p.46 (in Chinese) [5] Y.
Lemaitre: Nuclear Engineering and Design Vol. 80 (1984), p.233 [9] M.

Formulas Deduction to Key Parameters of Multi-reflection in GPR Survey GUO Qiang1,a, GE Xiu-run1,2,a, CHE Ai-lan1,a 1School of Naval Architecture,Ocean and Civil Engineering,Shanghai Jiao Tong University,Shanghai 200240,China; 2State Key Laboratory of Rock and Soil Mechanics,Institute of Rock and Soil Mechanics,Chinese Academy of Sciences,Wuhan,Hubei 430071,China aguoqiang@sjtu.edu.cn Key words: GPR; multi-reflection; two-way travel time; received energy; curve equation Abstract:The present paper is to analyses the key parameters of multi-reflection in GPR Survey.
In recent years, the GPR has been used in many engineering fields successfully, for instance, HoHai University used portable GPR to test three bridges in Jing-Zhu speedway [2], Wuhan Institute of Rock & Soil also tested the density and cavity of a funk hole [3] and North China University of Water Resources and Electric Power tested road quality with GPR [4], they all obtained satisfying results.
Application of Geological Radar and Rayleigh Wave in Highway Engineering Quality Inspection[J].
APPLICATION AND DEVELOPMENT OF GEOLOGIC RADAR IN ENVIRONMENTAL ENGINEERING[J].
A TENTATIVE DISCUSSION ON INTERFERENCE FACTORS AND IMAGE CHARACTERISTICS IN THE APPLICATION OF GEOLOGICAL RADAR TO ENGINEERING EXPLORATION[J].