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Preface It is our pleasure to welcome you to the 2014 International Conference on Advanced Engineering Materials and Architecture Science (ICAEMAS 2014) in Xi'an, China.
ICAEMAS 2014 is the first conference dedicated to issues related to Materials Science, Civil Engineering and Architecture Science, Mechanical Engineering, Manufacturing Technology, Automation, Management Engineering.
A major goal and feature of it is to bring academic scientists, engineers, industrial researchers together to exchange and share their experiences and research results about most aspects of Materials Science, Civil Engineering and Architecture Science, Mechanical Engineering, Manufacturing Technology, Automation, Management Engineering, and discuss the practical challenges encountered and the solutions adopted.
The program consists of invited sessions, and technical workshops and discussions with eminent speakers covering a wide range of topics in Materials Science, Civil Engineering and Architecture Science, Mechanical Engineering, Manufacturing Technology, Automation, Management Engineering.

The Special collection consists of a compilation 159 papers on all research topics relevant to damage assessment of engineering structures and systems including numerical simulations, signal processing of sensor measurements, theoretical and experimental studies.
Broad areas of damage assessment covered in the publication include applications to composite materials, civil infrastructure, mechanical devices and machineries, renewable energy, sensors, signal processing, structural health and condition monitoring.

The edition will be useful to a wide range of specialists in civil engineering.

The fourteen sessions address various disciplines: e.g. aerospace, mechanical and civil engineering and state-of-the-art technologies such as biomechanics, novel sensors, and composite and cellular materials.

Kala, Sensitivity analysis of tangential digging forces of the bucket wheel excavator SchRs 1320 for different terraces, Journal of Civil Engineering and Management.
Sikora, Study of bearing capacity of vibratory pile applying acceleration record, Journal of Civil Engineering and Management.
Kala, Geometrically non-linear finite element reliability analysis of steel plane frames with initial imperfections, Journal of Civil Engineering and Management.
Saparauskas, Multi-criteria analysis of Projects' performance in construction, Archives of Civil and Mechanical Engineering.
Yazdani-Chamzini, Proposing a new methodology based on fuzzy logic for tunnelling risk assessment, Journal of Civil Engineering and Management.

The objective of the conference was getting acquainted with the present state, exchange of experience, entering into and strengthening mutual relations of researchers from universities, plants and scientific and research institutions in the field of experimental stress analysis and numerical modelling in mechanical and civil engineering.

New methods and applications of deformation and stress analysis in mechanical engineering equipment.

Hanung Triyono,c 1Lecturer of Civil Engineering Department of Merdeka University of Madiun, Indonesia. 2Lecturer of Civil Engineering Department of Merdeka University of Madiun, Indonesia 3PhD students at Environment Science Postgraduate Program Sebelas Maret University, Surakarta, Indonesia akangroko@yahoo.co.id, bcahyono.ds@gmail.com, chanungtri@yahoo.com Keywords: recycle aggregate, fly ash, concrete, compressive strength Abstract The rapid economy growth in Indonesia encourages the developments in all fields.
This research was conducted in Structure Laboratory of Civil Engineering Department of Merdeka University, Madiun, Indonesia.
Acknowledgements The writer would like to thank to the lectures of Civil Engineering Department of Engineering Faculty of Merdeka University of Madiun, Indonesia and also lecturers of Magister of Civil Engineering Department of Sebelas Maret University, Surakarta, Indonesia for the contributions related to this research so it is completed well.
Cormac, J.C, Design of Reinforced Concrete (Fifth edition) (translate), Jakarta: Erlangga . (2003) [2] Rohman, Rosyid K, Pemanfaatan Agregat Beton Bekas sebagai Agregat kasar Beton Baru, Jurnal Agritek, Volume 9 No 2, Merdeka University of Madiun (2005) [3] Nawy, E.G, Reinforcement Concrete a Fundamental Approach (Third Edition), Preintice Hall, Upper Saddle River, New Jersey (1996) [4] Krisbiyantoro, Bambang, Tinjauan Permeabilitas dan Shrinkage Beton Mutu Tinggi dengan Bahan Tambah Mineral Metakaolin dan Superplasticizer, Final Project : The Department of Civil Enginerring, Sebelas Maret University of Surakarta (2005) [5] Dipohusodo, Istimawan, Struktur Beton Bertulang, Jakarta: PT Gramedia (1990) [6] Nugroho, Eko, Analisis Porositas dan Permeabilitas Beton dengan Bahan Tambah Fly Ash untuk Perkerasan Kaku (Rigid Pavement).
The Department of Civil Enginerring, Sebelas Maret University of Surakarta (2010)

Why engineers need the BIM-technology?
The Civil Engineering Institute of the Saint-Petersburg State Polytechnical University is one of the recognized leaders of the modern construction education [1-3, 14].
The main focus of Institute of Civil Engineering is given to work with students.
Gamayunova: QS criteria as a basis for evaluation of the Institute of Civil Engineering of the Saint-Petersburg State Polytechnical University.
Vysotskiy: International Polytechnical Summer School “Civil Engineering and Design” in SPbSPU.

Case Analysis of Subsided Foundation Reinforcement of A University Infirmary in Collapsible Loess Areas Yiqian Wu1, 2, a, Yanpeng Zhu1, 2, 3,b 1School of Civil Engineering, Lanzhou University of Technology, Lanzhou 730050, China. 2Key Laboratory of Disaster Prevention and Mitigation in Civil Engineering of Gansu Province, Lanzhou 730050, China. 3Western Engineering Research Center of Disaster Mitigation in Civil Engineering of Ministry of Education, Lanzhou 730050, China.)
a371901233@qq.com,b23844330@qq.com Keywords: Foundation; Subsidence; Collapsible loess; Reinforcement; Quick lime soil Abstract: The example which is selected in this engineering project is the hospital in Lanzhou University of Technology, the paper analyzed the reason that the foundation subsidence, and used reasonable and effective method on reinforcement.
When the soil cover self weight’s pressure and additional pressure on building affected, soil particles slithered towards larger pore, the skeleton squeezed tighter, so the eollapsibihty turned out, the foundation sinked uneven, and then it brought about a lot of engineering accident as walls cracked and buildings tilted and so on.
Lanzhou located the collapsible loess area, the phenomenon that buildings’ foundation subsided happened  frequently, this paper put forward a method in reinforcement manage combining the sample in handling foundation depression, and hoped that it can provide reference for the similar engineering.
Figure 9: The wall after reinforced Figure 10: The floor after reinforced Figure 11: The trench after reinforced Figure 12: The pipeline after reinforced Conclusions The key to success is that analysis correctly the reason of foundation subsidence on the foundation treatment for this project, the processing scheme on the settlement coincidented the status quo of the engineering foundation.  

New ideas to resolve construction GFA specification YANG hai-ping Xingjiang Vocation&Technical College of Construction，Urumqi830054，China 65275460@qq.com Keywords: Construction area; Calculation Rules; Building envelope; Peripheral structure Abstract：The calculation of Construction area is the basic work of engineering measurement, and has great significance in engineering construction.
Net room area known as "living space" in civil construction.
In 1995 the Ministry of Construction issued a "unified national engineering construction engineering calculation rules" (civil GJDGZ-101-95), in which the second chapter, "GFA rule", the rule was revised to 1982 "GFA rules "again revised. 2005 Construction work to meet the needs of project valuation, while residential design specifications, property measurement norms and coordination of relevant content for 1995, "GFA rules" were systematically revised and published as a national standard "construction GFA norms" (GB/T 50353-2005).
About the Author : Yang Haiping ( 1980-06 ) , female, Xinjiang, Master of Engineering , university lecturers , teachers Xinjiang Construction Vocational and Technical College , the state registered cost engineers , the state registered construction engineer level , the state registered consulting engineer .
[3] National Vocational Qualifications cost engineer editorial board exam training materials, construction engineering technology and Measurement ( Civil Engineering ) [M].