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Step By Step Calculation and Application of Multi-Type-Pile Composite Foundation Xiaohui Mao 1, 2, *Qiang Yue 3,a 1 Chongqing Research Institute of China Coal Technology & Engineering Group Corp, Chongqing, 400037, China 2 Technology National Key Lab of Gas Disaster Monitoring and Emergency, Chongqing, 400037, China 3 College of Water Conservancy and Civil Engineering, Shandong Agricultural University, Taian, 271018, China ayueqiang406@163.com Keywords: Multi-Type-Pile Composite Foundation, Bearing Capacity, Settlement, Engineering Application Abstract.
Construction party redefines reconnaissance units and supplementary geotechnical engineering survey of the engineering content.
References [1] Buyun Wang, Xiuqin Zhao:Geotechnical Engineering Technique.1997,(1):8－14.
(in Chinese) [2] Qiang Chen, Zhiyi Huang :China Civil Engineering Journal. 2001,34(1):50－55.
(in Chinese) [6] Jiwei Duan, Xiaonan Gong: Chinese Journal of Geotechnical Engineering.1994, 16(4):1－8.

Precise Calculation and Visual Model for Complex Engineering Earthwork Lian-yong Wen 1,2,a & Yong Zhan g 3,b & De-xin Nie 1,c 1Chengdu University of Technology, Chengdu ,China. 2Sichuan Province Geological Engineering Complex, Chengdu ,China. 3School of Hydraulic and Hydroelectric Engineering., Sichuan University.
Introduction In civil engineering construction, earthwork excavation, as the primary work of the project, the calculation method of quantity not only affects the project budget, but also has a significant impact on the overall project design and construction schedule.
It also doesn’t adapt to the requirement of modern engineering construction.
In civil engineering construction, some earth’s surfaces and distributional patterns of soil layers and bed rocks change in a large degree.
Wei Pan, Da’an Liu, Huiya Zhong, in: 3D Geological Modeling and Its Application to Slope Engineering. edtied by Chinese Journal of Rock Mechanics and Engineering, (2004)，in press

S3, b 1 PG Scholar, Structural Engg, Sreebuddha College of Engg, Pattoor, Alappuzha, Kerala,India 2 Scientist ‘G’, Field Defence Group, R&DE(Engineers), (DRDO), Pune, India 3 Assistant Professor, Dept of Civil Engg, Sreebuddha College of Engg, Pattoor, Alappuzha, Kerala, India ageethuperayil@gmail.com bsithara.nrd@gmail.com Keywords: blast loads, dynamic responses, high performance fiber reinforced cementitious composites, strain rate etc.
These man-made disasters have created a challenge to structural engineers world over about the deficiency in the design process.
Usage of advanced engineering materials for construction can solve these structural problems to an extent.
Matsagar, “Blast-Resistant Design Of Structures”, American Society of Civil Engineers, DOI: 10.1061/ (ASCE) SC.19435576000188, 2014
[11] Tomasz Jankowiak, “Identification of Parameters of Concrete Damage Plasticity Constitutive Model”, foundation of civil environmental engineering vol.no.6, 2005.

Strength and Durability of Paving Block with Seawater and POFA (Palm Oil Fuel Ash) Amry Dasar1,a, Dahlia Patah1,b*, Muhammad Akbar Caronge2,c, Faisal Mahmuddin3,d and Apriansyah1,e 1Department of Civil Engineering, Faculty of Engineering, Universitas Sulawesi Barat, Jalan Prof.
Nagata, "Some considerations for applicability of seawater as mixing water in concrete," Journal of Materials in Civil engineering, vol. 27, no. 7, p.
Thompson, "Simulated aircraft load testing and non-destructive evaluation of bituminous pavements," Civil Engineering and Environmental Systems, vol. 25, no. 3, pp. 215-225, 2008
Shen, "A fuzzy set approach for pavement damage assessments," Civil Engineering Systems, vol. 8, no. 1, pp. 37-47, 1991
Tay, "Ash from oil-palm waste as a concrete material," Journal of Materials in Civil engineering, vol. 2, no. 2, pp. 94-105, 1990

., Muminova Svetlana, Ph.D. 1First Vice-Rector of Moscow state university of civil engineering (National research university, MSUCE), Moscow, 129337, Yaroslavskoye shosse, 26 2Senior lecturer of Russian International Academy for Tourism, Moscow region, Khimky, Oktyabrskaya str., 10 avolkov@mgsu.ru, bmuminova@mgsu.ru Keywords: building devaluation, integrated mathematical model.
The aim of civil engineer is to limit the deterioration of buildings with time by renovation activities and to balance the resources which are needed for new construction, maintenance and renovation.
EUROLIFEFORM: an integrated probabilistic whole life cycle cost and performance model for buildings and civil infrastructure.
Development of a range of methods for estimating the service life of buildings and engineered structures.
System engineering numerical representation of the quality parameters living and working environment.

Comparison and Selection of the Durability Evaluating Parameters of Concrete in Saline Soil Region Li Zhang1, a, Xiaoping Su1, b 1 School of Civil Engineering, Changchun Institute of Technology, Changchun, Jilin, 130012, China a zl60158@sina.com, b sxp5400@163.com Key words: saline soil; concrete; durability; evaluation parameter Abstract.
Conclusion To sum up, the dynamic elastic modulus can be selected as the major index to evaluate concrete durability, and to assess the attenuation rule of the dynamic elastic modulus of concrete under different environmental conditions, thereby to evaluate or forecast the durability of concrete in practical engineering projects under the complicated environmental conditions.
Advances in Civil and Structrual Engineering Ⅲ[C], the 3rd International Conference on Civil Engineering and Transportation, 2013: 1087-1091

New alternative methods for design of joints and elements of timber structures VAVRUSOVA Kristyna, a 1VSB-TU Ostrava, Faculty of Civil Engineering, Ludvika Podeste 1 875, Ostrava-Poruba, 708 33, Czech Republic akristyna.vavrusova@vsb.cz Keywords: timber, SBRA method, fire resistance Abstract.
Structural reliability assessment using a direct determined probabilistic calculation, In Proceedings of the 12th International Conference on Civil, Structural and Environmental Engineering Computing, CC 2009, Funchal, Madeira, 2009, ISBN 978-190508830-0
[6] Lokaj, A., Marek, P., Simulation-based reliability assessment of timber structures, In Proceedings of the 12th International Conference on Civil, Structural and Environmental Engineering Computing, CC 2009, Funchal, Madeira, 2009, ISBN 978-190508830-0
[8] Konecny, P., Brozovsky, J., Krivy, V., Simulation based reliability assessment method using parallel computing, In 1st international conference on parallel distributed and grid computing for engineering, Pecs (Hungary), 04/2009, ISSN: 1759-3433, ISBN 978-1-905088-29-4.

The Application of Stability on Prestressed Concrete Cable-beam Structure System Xinying Xie a, Xinsheng Yin b Jilin Architectural and Civil Engineering Institute,Changchun,china ax-original@163.com, byinxinsheng06@eyou.com Keywords: The application of stability; prestressed concrete cable-beam structure system;the formula of stability;theory Abstract.
In recent 30 years, the function and advantage of prestressed cable in structure are fully understood by engineers.
Acknowledgements This work was financially supported by the National Natural Science Foundation of China (51178205) , Youth Science and Technology Development Fund of Jilin Architectural and Civil Engineering Institute, Doctoral Scientific Research Fund of Jilin Architectural and Civil Engineering Institute and Jilin province science and technology development project(201201104).

Evaluation Model of Aircraft Maintenance Mode Based on Improved AHP Jiusheng Chen1, a,Chen Liu2,b 1 College of Aeronautical Automation, Civil Aviation University of China, Tianjin,China 2 Guangzhou Civil Aviation College, Guangzhou, China ajschen1982@gmail.com, b13450381888@139.com Keywords: AHP; Evaluation; MSG-3; Decision support Abstract.
Introduction The drafting process of civil aircraft’s maintenance [1, 2, 3] plan is a complicated system engineering which requires repeated iterations and rich experience in maintenance engineering.
[3] Marvin Rausand: Reliability centered maintenance, Reliability Engineering and System Safety, 1998, 60(2).121-132 [4] Air Transport Association: MSG-3 Operator/Manufacturer Scheduled Maintenance Development [S].
Chinese Journal of Systems Engineering-Theory & Practice, 2004, 9 (9) .51- 60.

Study in surface modification of silica in silicone rubber Jiesheng Liu 1, a, Donglai Li 2, b, Jun Yu 3,c , and Zongwang Zhang 4,d 1School of civil engineering and architecture，Wuhan polytechnic University, Wuhan ,China 2China Construction Ready Mixed Concrete CO.LTD, Wuhan, China 3School of civil engineering and architecture，Wuhan polytechnic University, Wuhan, China 4School of civil engineering and architecture，Wuhan polytechnic University, Wuhan ,China awsljs628@yahoo.com, bljs628@163.com, cyuj@126.com, dzzw@yahoo.com Keywords: filler modification bound rubber Abstract.
Introduction High performance polymer composite materials are used increasingly for engineering applications under hard working conditions.