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Automatic Analysis of Mineral’s Abundance Qinghua Su1, a, Yan Zhao1, b, Kui Yang1, c ,Shaochen Zhang1, d 1School of Instrumentation Science and Opto-electronics Engineering, Beijing University of Aeronautics and Astronautics, Beijing, 100191, China aemail: qinghuasu@126.com, bemail:zhaoyan@buaa.edu.cn, cemail:yang3kui@gmail.com, dwindshieldns@gmail.com Keywords: lunar image; lunar crater; Hapke model; mineral’s abundance Abstract.
JSC-1:a new lunar soil simulant: Engineering, construction,and operations in space IV American society of civil engineers[Z]. 1994857-866

Choosing an optimal trenchless renovation method for pressure and non-pressure pipes Vladimir Orlov1, a, Ilya Averkeev1, b 1Moscow State University of Civil Engineering, Department of Water Supply, Yaroslavskoye sh. 26, 129337, Moscow, Russia aorlov950@yandex.ru, bilji4.msk@gmail.com Keywords: trenchless renovation, pressure pipes, non-pressure pipes, pipelines network Abstract.
A computer program for selection an optimal renovation method for trenchless rehabilitation of pressure and gravity water supplying and water disposal pipelines is developed for specialists and engineers from the design and operating organizations. 2.
Seo, Decision tool for microtunneling method selection, ASCE Journal of Construction Engineering and Management 1252 (1999) 123-131

Research on maintenance and repair technology of the continuous welded railway in plateau permafrost region Han Feng1,a Wang Baocheng2,b 1 Faculty of Geomatics, LanZhou JiaoTong University,Gansu,730070 2School of civil engineering, LanZhou JiaoTong University, Gansu,730070 ahanfeng740412@mail.lzjtu.cn, bwbc70@163.com Keywords: Plateau Permafrost Region; Continuous Welded Railway(CWR); Maintenance and Repair; Line Diseases Abstract: In practice of maintenance and repair project in the western plateau railway as the background, from maintenance and repair mechanism, detection method, line disease effect and other aspects, this paper studied the characteristics of the CWR in plateau permafrost region in-depth, analyzed the key problems of CWR maintenance and repair in permafrost region systematically, and put forward the corresponding solutions to meet the CWR maintenance requirements in plateau permafrost region.
Journal of Railway Science and Engineering. 2010(6):77~82.
Journal of Geotechnical and environmental Engineering, ASCE, 124(4):316-329

Risk Factors of Repurchase Price in BT project of Urban Rail Transit The total repurchase price of BT project contains the repurchase price and project investment income during the byeback period.The repurchase price is consist of engineering construction cost,the financing cost in the construction and cushion period.The risk effecting the repurchase price of BT project includes political, economical, social, legal and environmental risk etc, and also includes the risk caused by owner, contractor, supervision and other relevant behaviors.We combine previous research [6-9] and find a large number of available literatures in the doctoral thesis.On the basis of uncertainty analysis,we build a preliminary list and establish risk checklist method to analyze the possible risks influence of the total repurchase value of BT project.By improving the risk classification method according to the level of degree proposed by the British scholar Li Bin, the degree of medium risk level according to the
Analysis of Questionnaires composition.There are four kinds of people in the questionnaire, among them there are 109people from government department,141 people from engineering company,81 people from the university and related scientific research institutes and 52 from other departments, respectively 28%, 37%, 21% and 37% of the total.
Influencing mechanism and countermeasures of excusable delay on project buyback price baseline under BT model[J].China Civil Engineering Journal,2010 (7) :124-128

Research on the Concrete Performance in the Marine Environment YiDan Songa,JuanHong Liub,FangXing Yic,Bo Xud and Peng Gee College of Civil and Environmental Engineering,University of Science and Technology Beijing, Beijing 100083,China asyd920414@163.com,bjuanhong1966@hotmail.com,cmifackyi@163.com, d769957506@qq.com,egpliving@qq.com Key words:Chloride ion content;permeability of chloride ion resistance;compressive intensity; concrete Abstract:This paper mainly studied effects of NaCl,MgSO4 soaking experiments,carbonation and freezing and thawing cycle on concrete intensity.The results show:When the concrete is completely soaked in chloride solution,the concrete of high slump of the same strength grade has high compressive intensity.With the improvement of the concentration of chloride ions solution,the chloride ion diffusion coefficient of concrete is increasing as well;for the structure in marine environment,low water-binder ratio and high mineral admixture can improve most
Water transportation engineering, 1982, (2):1-7
Water transportation engineering, 1998, (1):1-5

The Mechanical Behavior Analyses and Optimization on large Wind Turbine Frustum Tower Structure Chunyan Gao 1,2,a , Zhaoyu Gong 2,b , Bin Li 2,c 1College of Aerospace Engineering, Nanjing University of Aeronautics and Astronautics, Jiang Su, Nanjing, 210016, China 2Architecture and civil engineering institute, Inner Mongolia University of Science and Technology, Inner Mongolia, Baotou, 014010, China agao-197844@163.com, bgongzhaoyu6@126.com, cbtlibin@189.cn Key words:tower, mechanical characteristics, control index, optimization design.
Journal of Wind Engineering and Industrial Aerodynamics.

Fuzzy Adaptive PID Control of Indoor Temperature in VAV System Jianbo Bai1,a, Yang Li1 and Meng Wang1 1 College of Mechanical and Electrical Engineering, Hohai University, 200# Jinling Beilu, Changzhou, 213022 Jiangsu, China Keywords: VAV system; Fuzzy PID control; Adaptive control Abstract.
The membership functions of input and output variables are selected as the trigonometric functions [7], the variation of the PID parameters can be calculated as follows: (5) where kp’, ki’ and kd’ are the initial values of PID parameters which can be obtained according to the engineering experience;{ei,eci}p,{ei,eci}i,{ei,eci}d is the output variable of fuzzy controller which can adjust the PID parameters automatically according to the different working conditions.
Civil and Environmental Engineering; 2009, 31(4):98-102.DOI:10.3969(In Chinese) [8] Yuling Zhang, Jiafei Yao, Coal Technology; 2010, 29(10):34-35,44.

Experimental Research on Shape-Stabilized Phase-Change Materials Applied In the Phase Change Wall LiHang Yue a, QuanYing Yan b, ZhenBang Ruan c Beijing Municipality Key Lab of Heating, Gas Supply, Ventilating and Air Conditioning Engineering, Beijing university of Civil Engineering and Architecture, Beijing, China ayuelihang@yahoo.com.cn, byanquanying@bucea.edu.cn, crzbsdau@163.com Keywords: Phase Change Wall; Paraffin; High Density Polyethylene; Shape-stabilized Phase-Change Material; Energy Saving.
Proceedings of the 28th intersociety energy conversion engineering conference.

Research on performance of precast two-way hollow slab shear wall with cast-in-situ boundary elements Huichen Cui1a, Jiliang Liu1b, Mingjin Chu1c 1School of Civil Engineering, Yantai University, Yantai, Shandong, China 264005 achcky@sina.com, blianglju@163.com, chousind@126.com Key words: housing industrialization; precast concrete shear wall; precast two-way hollow slab; mechanical performance Abstract: Low cyclic loading tests were carried out for one precast two-way hollow slab shear wall with cast-in-situ boundary elements and one RC shear wall.
High quality components and high production efficiency shortened the construction period and reduced on-site engineering quantity [3].
Structural Engineers, 2010,26(6):128-133(In Chinese) [4]Weijing Zhang, Tao Meng, Jiaru Qian.

Research on Assessment Methods of Load-Bearing Capacity of Existing Bridges Liu Guojun 1, a , Yang Yongqing 1, b , Guo Fan 1, c 1 School of Civil Engineering, Southwest Jiaotong University, China a uontang@163.com, b yangyongqingx@home.swjtu.edu.cn, c guofanwn@163.com Keywords: Existing Bridges, Load-Bearing Capacity, Assessment, Methods, Research.
This means that the selection of Z1 value is based on the experience and judgment of the engineers, therefore, it would be possible to arrive at different or even opposite conclusions on the same bridge by different evaluators.
Ref [2] is based on the principles of design, engineering judgments and bridge test, although it take the ultimate limit states and serviceability limit states into consideration, but the partial safety factor is to select by fixed value, not according to the structure of the reliability or the probability.