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New Evaluation Method of Polishing Pad Property for Estimating Edge Roll-Off of Silicon Wafer Yuma Obayashi1, a *, Urara Satake1, b and Toshiyuki Enomoto1, c 1Department of Mechanical Engineering, Graduate School of Engineering, Osaka University, 2-1 Yamada-oka, Suita, Osaka, 565-0871 JAPAN aobayashi@cape.mech.eng.osaka-u.ac.jp, bsatake@cape.mech.eng.osaka-u.ac.jp, cenomoto@mech.eng.osaka-u.ac.jp Keywords: Polishing, Polishing Pad, Flatness, Semiconductor, Silicon Wafer, Edge Roll-Off, Indentation Test, Viscoelastic Material, Rubber Hardness Abstract.
Meyerhof, Surface displacement of soil-rock systems under uniformly distributed loads, Transactions of the Japan Society of Civil Engineers 143 (1967) 9-15

The cracks in the residential dwellings and their treatment Jugang LUO1, a, Jinyang ZHANG2,b and Shanjie XU1,c 1Anhui and Huai River Water Resources Research Institute, Bengbu, 233000, Anhui, China 2Anhui Construction Engineering Quality Supervision and Inspection Station, Hefei, 231300, Anhui, China a36041396@qq.com, bjyjy600085@vip.sina.com, c38927001@qq.com Keywords: residential dwellings concrete structure, building blocks, cracks hazard Abstract.
(b) cracks status at beam/wall joint point Crack Variety, Cause, Hazard And Treating Measures Five common cracks are found in residential dwellings such as (1) bearing force crack, (2) temp-shrink cracks, (3) enforced shift crack, (4) structural crack, (5) cracks due to building activity, and the analysis description [1] is as follows: Currently dwellings are built in compliance with normal building procedures and few errors will occur in design and construction, therefore, the structural cracks caused by loading force occupy a small portion in civil engineering projects and the common loading cracks are the circular seams developing along the brackets of the on-spot cast boards, see Fig. 2 shows bearing force cracks..
The Judgment and treatment of concrete structure engineering cracks [M]].

The engineering geological conditions see Table1.
Table1 The engineering geological conditions Soil type Thickness （m） w (%) g KN/m3 ro a1-2 MPa-1 Es MPa j (0) c KN/m2 Miscellaneous fill 1.00 — — — — — — — Tawny silty clay 0.9～1.6 32.7 19.0 0.88 0.26 9.58 23.7 11.4 Grey mucky silty clay 1.8～3.1 36.9 17.9 1.14 0.29 7.4 22.9 7.0 Ash powder soil clip thin layer silty sand 7.6～8.3 29.8 18.4 0.92 0.17 11.3 24.1 7.68 Dark green clay 5.6～6.9 24.5 20.1 0.71 0.21 7.95 15.5 13.5 Grey mucky silty clay 5.8 35.2 17.7 1.07 0.41 5.1 15.7 9.0 Grass yellow sand silt - 32.8 18.9 0.95 0.20 9.6 27.75 8.3 Superstructure stiffness impacts on foundation settlement Fig.3 The relationship between max foundation settlement and structure floor Fig.4 The relationship between increment of max settlement value and structure floor Fig.5 The relationship between difference settlement and structure floor Fig.6 The relationship between bottom column internal force and structure floor
(In chinese) [2]Qian Kun, Yi Xinsheng, Zhu Shan, Effect and Analysis of Uneven Settlement of Foundation of Superstructure Stiffness [J], Journal of Jilin Institute of Architecture & Civil Engineering, 2009, (3)26:11-15.

For aluminum alloys, FSW has already been put to practical use in rail cars, marine vessels and civil structures [1,2].
Charit, Materials Science and Engineering A 341 (2003) 307
Fukusumi, Materials Science and Engineering: A 433(2006) 50
Fukusumi, Materials Science and Engineering: A 419 (2006) 344

Vehicle Parameters Influence on Railway Double-Track Pre-stressed Concrete Continuous Bridge Vertical Load-Carrying Natural Frequency Jianying Ren1,a, Mubiao Su2,b and Wenping Li3,c 1 Department of Engineering and Mechanics, Shijiazhuang Tiedao University China. 2 Structural Health Monitoring and Control Institute, Shijiazhuang Tiedao University China. 3 Institute of Civil Engineering, Shijiazhuang Tiedao University China.
Su: Advanced Materials Research, Vol. 255-260(2011), p.797 [4] Ren Jian-ying, Li Hua, Su Mu-biao:Railway Standard Design, (3) (2005), p.59 (in Chinese) [5] Ren Jian-ying, Li Wen-ping, Su Mu-biao: Journal of National Defence Traffic Engineering and Technology, (5) (2004),p. 24(in Chinese)

Analysis of Influences of Residential Energy Prices Change on Development of Residential Distributed Energy System Yongwen Yang1, a, Renfei Yang1, b, Jianxing Ren1, c Weijun Gao2, d 1Institute of energy and environment engineering,Shanghai University of Electric Power,Shanghai,China 2Faculty of environment engineering, The University of Kitakyushu, Kitakyushu,Japan ayangyongwen@vip.163.com, byrf9oo3o9@163.com, cren608@163.com, dweijun@env.kitakyu-u.ac.jp Keywords: Ladder-type price, Residential distributed energy system, PV, Gas engine, Economical efficiency Abstract.
Building energy consumption accounts for more than a third of the total social energy consumption ,as for civil residence building energy consumption ,as an important part of the total building energy consumption, is increasing while the national living level is growing, as well as all kinds of energy saving technology and measures are being used in recent years.
,Weijun, G., The Effects of Fuel Price and System Efficiency on Cost and Energy Savings in a Distributed Energy System 2006/11 Journal of Asian Architecture and Building Engineering, Vol.5No2 [5] Weijun, G., Hongbo, R., 2011.

The effect of micro-structure of CMC on stability of milk beverage Hao Hongying1,a, Lv Shao-yi2,b,Shao Zi-qiang2,c (1school of civil and environmental engineering, University of science & Technology Beijing, Beijing 100083, china） (2School of Materials Science and Engineering, Beijing institute of technology, Beijing 100081, china) (ahhy0822@sina.com, bcellulosetech@sina.com, cshaoziqiang@263.net) Key words：Modified carboxymethyl cellulose；reaction media system；macromolecule; stability; milk beverage Abstract：In this paper, two types of carboxymethyl cellulose samples (CMCe and CMCm), which served as stabilizer to improve the taste and the shelf life of milk beverage, were prepared at different bath ratio and reaction media system.
Colloids and Surfaces A: Physicochemical and Engineering Aspects, Vol. 149(1999), p. 515

Analysis on the Influence of Debris Flow Entrainment of Path Material Yunyun Fan1, a, Li Liang1,b,Enzhi Wang2, c,and Sijing Wang2,d 1 College of Resources and Civil Engineering, Northeastern University (NEU), China 2 State Key laboratory of Hydroscience and Engineering, Tsinghua University, China afanyunyun@mail.neu.edu.cn, bll-neu@mail.neu.edu.cn, cnzwang@tsinghua.edu.cn,dwangsijing@tsinghua.edu.cn Keywords: debris flow, entrainment of path material, entrainment zone, numerical simulation Abstract.
Mangeney: Rock Mechanics and Rock Engineering Vol. 41 (2008), p. 59

-Q67 Jin Zhang1,2,3,a, Shu-Shen Liu2,b, Hui-Ping Deng1,2,c, Shu-Guang Zhu3,d and Qi Ling3,e 1 Post-doctoral station of Civil Engineering, Tongji University, Shanghai 200092, China 2 Key Laboratory of Yangtze River Water Environment, Ministry of Education, College of Environmental Science and Engineering, Tongji University, Shanghai 200092, China 3 College of Environment and Energy Engineering, Anhui Jianzhu University, Hefei 230022, China aginnzy@163.com, bssliuhl@263.net Keywords: Ionic liquids, Synergism, Antagonism, Binary mixture, Pseudo-binary mixture Abstract.

Fuzzy Comprehensive Evaluation on the Projects Risk Based Set Pair Analysis Gaoyang Li College of Water Conservancy and Civil Engineering, South China Agricultural University, Guangzhou 510642,China Lgy2001_2004@163.com Keywords: Projects risk, Set pair analysis, Index weights, Fuzzy evaluation.
Social risks includ regional development,assistance support,law and order, legal system, designers’ skill,environmente and politics;economic risks include buildingg cost risk,interest rate and exchange rate risk, contract risk, tax policy risk, owners sincere,engineer redibility,financial risks; technical risks include complex hydrogeological conditions,application of new echnologies, technical specifications failed, adequate supply,disaster and climate; management risk include management of builders,worker’proficiency, rofessional ethics,site conditions, the efficiency of gov. administration and security incidents.
project risk assessment One-level indexes and their weights Two-level indexes and their weights Fuzzy relation matrix highest risk v1 higher risk v2 general riskv3 Low risk v4 Social risk (0.2722) The level of regional development (0.1013) 0.7333 0.1333 0.0667 0.0667 Assistance with the support (0.1474) 0.6667 0.1333 0.1333 0.0667 Law and order situation (0.2232) 0.7333 0.0667 0.1333 0.0667 Legal system binding (0.2028) 0.6000 0.1333 0.2000 0.0667 Professional designers (0.2328) 0.8000 0.0667 0.0667 0.0667 Environmental impacts (0.0558) 0.8667 0.0667 0.0667 0 Political influence(0.0367) 0.6667 0.2667 0.0667 0 Econo- mic risks (0.2068) Construction cost risk (0.1476) 0.7333 0.1333 0.0667 0.0667 Interest rate and exchange rate risk (0.1438) 0.8000 0.0667 0.0667 0.0667 Contract risk (0.0443) 0.8667 0.0667 0.0667 0 Tax policy risk (0.2587) 0.9333 0.0667 0 0 Completion risk (0.0567) 0.7333 0.2667 0 0 Owners sincere performance (0.0786) 0.6000 0.3333 0.0667 0 Establish the credibility of Engineers