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Preface The International Conference on Civil Engineering, Architecture and Building Materials provides a forum for accessing to the most up-to-date and authoritative knowledge from both industrial and academic worlds, sharing best practice in this exciting field of Civil Engineering, Architecture and Building Materials.
This book covers the subject areas of Architectural Design and Its Theory, Architectural Environment & Equipment Engineering, Ecological Architecture, Traditional Construction Materials, Advanced Construction Materials, Control of Quality Engineering, Urban Planning and Design, Landscape Planning and Design, Project Management in Building, Engineering Management and Engineering Education, etc.
The Organizing Committee of CEABM 2013 The 3 rd International Conference on Civil Engineering, Architecture and Building Materials (CEABM 2013) Organized by: Shandong University, China Conference Organization Chairman Prof.
Shilang Xu, Zhejiang University, China Senior Engineer.

Introduction for Flexible Overall Hoisting Method for Extra Large Solder Ball Grid Roof Haizhou Chen 1, a, Yuling Wang1 XiaoYong Zhang1 Gangkui Xie1 Rongquan Ma1 Qilin Zhang2 1 China Construction Eighth Engineering Division Co.
,Ltd, China 2 School of Civil Engineering, Tongji University, China achenhaizhou@sina.com Keywords: Extra large grid structure；overall flexible enhancing technique；construction simulation； numerical analysis Abstract.
Numerical analysis and engineering practicing show that the overall flexible hoisting technique is with sufficient safety and obvious advantage in economy.
Introduction Commercial Aircraft Corporation of China Ltd. was established on May 11, 2008 in Shanghai, China, is the main body of the implementation of the major projects of the national large aircraft, large aircraft project in China, but also the development of co-ordination the trunk of aircraft and regional aircraft, the industrialization of China's civil aircraft main carrier.
Acknowledgements This work was financially supported by the China Construction Eighth Engineering Division Co.

Evaluation of Field Applicability of Cast-in-Place Piles Using Surfactant Grout Ju-Hyung Lee1, a, Jin Woo Cho1, b, Jinung Do2, c* and Bonggeun Park3, d 1Geotechnical Engineering Research Institute, Korea Institute of Civil Engineering and Building Technology, Gyeonggi, Korea 2Department of Civil, Construction and Environmental Engineering, North Carolina State University, Raleigh, NC, USA 3BKGNC Inc., Sadang-Ro 160, Seoul, Korea aleejh73@kict.re.kr, bjinucho@kict.re.kr, cjdo@ncsu.edu, dbusy7080@hanmail.net Keywords: Anti washout admixture, CIP, Cuff-off wall, Field test, Surfactant grout Abstract.
Engineering properties of Hi-FA grout (W/C 50%, HI-FA 3%).
Engineering properties of ground.
Civil Eng. 45(1) (1997) 71-77
[15] KS F 2322, Standard test methods for permeability of saturated soils. (2010) [16] Korea Society of Civil Engineering, Civil engineering works specification. (2004) [17] A.

Schools of Civil Engineering, Central South University, Changsha 410000, China; 2.
Schools of Civil Engineering, Hunan University of Technology, Zhuzhou 412007, China ayangsheep@126.com, bCaoyangzhiqing@126.com Keywords: concrete cellular slab; deflection; orthotropic slab analogue method Abstract.
The calculated results are close to with engineering practices.
In engineering, tw/h ratio is generally in 0.15 to 0.5. it is shown that the effects tw/h ratio on β values are very small.
Civil Engineering and Technology, 3(2014), pp.1-8

Flexural Resistance Analysis on Hot Asphalt Mixtures with Wire Mesh Placement Modeling as Reinforcement ROMAYNOOR Ismy1,2,a, HUSAINI3,b,*, SOFYAN M Saleh4,c, M Isya4,d 1Doctoral School of Engineering Science, Universitas Syiah Kuala, Banda Aceh 23111, Indonesia 2Department of Civil Engineering, Universitas Almuslim, Matangglumpangdua 24261, Indonesia 3Department of Mechanical Engineering, Universitas Syiah Kuala, Banda Aceh 23111, Indonesia 4Department of Civil Engineering, Universitas Syiah Kuala, Banda Aceh 23111, Indonesia aromaynoor@yahoo.co.id, *bhusainiftm@unsyiah.ac.id, csofyan.saleh@unsyiah.ac.id, dm_isya@unsyiah.ac.id Keywords: Wire mesh, Flexural resistance, Deflection Abstract.
The authors are also thankful to the Department of Civil Engineering and Mechanical Engineering, Universitas Syiah Kuala, Banda Aceh, for providing facilities.
Lubis, Study Determining The Value of The AC-WC Types of Asset Concrete Modulus, Department of Civil Engineering, Universitas Sumatera Utara. (2016) 14-22
Farni, Rigid Pavement Planning in Road of ' Padang city limits - haru intersection, Department of Civil Engineering, Universitas Sumatera Utara. (2017) 15-20
Pramesti, Fatique Analysis on Wearing Course Using Classical Fatique Method, Department of Civil Engineering, Universitas Sumatera Utara. (2016) 8-17

Engineered-based Machining Parameters Analysis for Aircraft Structural Parts Fang Zhu1, a, Xiongfei Huang2, b and Lijun Meng3, c 1Department of Aircraft Maintenance and Engineering, Guangzhou Civil Aviation College, Guangzhou 510403, China 2Department of Marines, Naval Marine Academy, Guangzhou 510430, China 3School of Electromechanical and Architectural Engineering, Jianghan University, Wuhan 430056, China azhufang@caac.net, bxiongfeifang@sohu.com, cmenglijun0408@163.com Keywords: aircraft structural part, machining parameters, engineered model, cost constraint.
An engineered-based model is adopted to describe the machining process of aircraft structural part firstly and then a quantitative machining parameter evaluation methods driven by cost constraint is proposed, an optimal machining parameter is obtained through a computer experiment model which can explore a large number of machining process parameter alternatives.
At last, we illustrate the validity and the significance of the engineered-based machining parameters analysis method for aircraft structural parts by a case study.
The Engineered-based aircraft structure part machining parameters analysis The proposed methodology deals with the machining parameter analysis problem in an aircraft structural part with an integrated setup and fixture planning strategy.
The proposed method is shown in Fig. 1 Generating the candidate machining parameters Candidate fixture formation Candidate setup formation Candidate setup sequence Quality=f (fixture planning) based on engineered model Evaluating the candidate machining parameters Quality specifications Constraint Cost criterion Optimization problem formulation A sequential decision making process Solving the problem A computer experiments design Kriging model Output Optimal machining parameters Fig.1 General Framework of the proposed methodology Existing machining process models roughly fall into three categories: (1) worst case model, root sum square model or interpolation of these two models, (2) Monte Carlo simulation models, and (3) engineered models that study the impact of process variables on tolerance accumulation.

On the Hypothesis of Effective Stress in Consolidation and Strength for Unsaturated Soils Seboong Oh1,a, Kihun Park1,b, Oh Kyun Kwon2,c, Woo Jung Chung3,d , and Kyung-Joon Shin4,e 1Department of Civil Engineering, Yeungnam University, Gyeongsan, KOREA 2Department of Civil Engineering, Keimyung University, Daegu, KOREA 3Research Institute of Technology, Taeyoung E&C, Seoul, KOREA 4Department of Civil Engineering, Chungnam University, Daejeon, KOREA asebungoh@yu.ac.kr, bssamtu@nate.com, cohkwon@kmu.ac.kr, dwchung99@hanmail.net, ekjshin@cnu.ac.kr Keywords: unsaturated soils, consolidation, shear strength.
Journal of Geotechnical and Geoenvironmental Engineering, 134(7), 899-905
J. (2006) “Suction stress characteristic curve for unsaturated soils,” Journal of Geotechnical and Geoenvironmental Engineering, 132(2), 131–142
Lee. (2011) “Relation between the Soil Water Characteristic Curve and the Suction Stress Characteristic Curve: Experimental Evidence from Tests on Residual Soils,” Journal of Geotechnical and Geoenvironmental Engineering, 138(1), 47-57

Badrul Hisham Bin Abd Samad3,c 1 Construction Technology and Management Centre, Faculty of Civil Engineering, Universiti Teknologi Malaysia, 81310 UTM Skudai, Johor, Malaysia 2 Construction Technology and Management Centre, Faculty of Civil Engineering, Universiti Teknologi Malaysia, 81310 UTM Skudai, Johor, Malaysia 3Johor State Health Department, Suite 12A-02, Level 12A, Menara MSC Cyberport, No.5, Jalan Bukit Meldrum, 80300, Johor Bahru, Johor, Malaysia amdrajuna@gmail.com, brozana@utm.my, cbadrul@dr.com Keywords: health care workers, healthy building hospital, healthy indoor air, IES factor, indoor air environment sustainability, tuberculosis.
However, this study had gathered information mainly from the second level input which from the view of engineering and environmental control.
Construction Technology and Management Centre, Faculty of Civil Engineering, Universiti Teknologi Malaysia.
Department of Building Services Engineering of Hong Kong Polythechnic University.
Department of Civil and Building Engineering, (1997).

Sergius and Bacchus in Istanbul/Turkey Koçak Aa and Köksal T 1Yildiz Technical University, Department of Civil Engineering, Structural Engineering Division, Turkey aakocak@yildiz.edu.tr Abstract: In this study The Church of St.
Structurel Engineering Materials, 301-319
“Investigations on the Kuçuk Ayasofya Mosque Foundation Soil,” Yildiz Technical University, Faculty of Civil Engineering, Unpublished Report, Istanbul, Turkey
“Kuçuk Ayasofya Mosque,” XIIIth Technical Congress of Civil Engineering of Turkey, TMMOB, Chamber of Civil Engineering of Turkey, pp.24-26
Sergius and Bacchus- Investigation of the Crack on the Dome,” in XIIIth Technical Congress of Civil Engineering of Turkey, TMMOB, Chamber of Civil Engineering of Turkey, TMMOB, 67-80

Seismic Performance Analysis of Oil Pipeline with Crack Defects Wang Lili1, a, Zhang Xiaoqing2,b and Xu Liangliang3,c 1The College of Architecture and Civil Engineering, Northeast Petroleum University, Heilongjiang Daqing China 2The College of Architecture and Civil Engineering, Northeast Petroleum University, Heilongjiang Daqing China 3The College of Architecture and Civil Engineering, Northeast Petroleum University, Heilongjiang Daqing China azhangxq_125@163.com, bzhangxq_1225@163.com, czhangxq_122225@163.com Keywords: Finite Element Method; Crack; Buried Pipeline; Seismic Response Abstract The pipelines distribute extensively in China, but pipelines cracks caused pipeline damaged frequently.
So the seismic response of pipeline with crack defects should also be paid more attention to meet the requirements of engineering design.
Journal of Structural Mechanics And Earthquake Engineering, 668th(2001)187-194