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Study on a new kind of pile—Stinging prestressed concrete pipe pile Xintong Zhao1,a, Xinsheng Yin1,b 1 Green building technology engineering research center, Jilin Architectural and Civil Engineering Institute.
Journal of jilin Institute of Architecture and Civil Engineering.
China plans to press (2010), p18(in Chinese) [5] Application of ANSYS in Civil Engineering.
Journal of Jilin Institute of Architecture and Civil Engineering Vol.27 (2010), p3 (in Chinese)

Some opinions on Environmental Geotechnology WANG Shuai 1,a ， CHEN Ying-hui 1,b， LIU Wen-lian2,c 1 Faculty of Civil Engineering, Kunming University of Science and Technology, Kunming, 650500, China 2 KUNMING PROSPECTING DESIGN INSTITUTE OF CHINA NONPERROUS METALS INDUSTRY a supergirlfeng@163.com, b 544166675@qq.com, c 370690508@qq.com Keywords: environmental geotechnology; environment; geotechnology Abstract.
Environmental geotechnical engineering, an new subject, combines technical, political, economic and cultural subjects, which involves rock and soil mechanics and geotechnical engineering, health, engineering, environmental engineering, soil science, geology, hydrogeology, hydrology, geophysics, geochemistry, engineering geology, mining engineering, agricultural engineering, etc.
Environmental geotechnical engineering deriving from the civil engineering department of the university of Pennsylvania Caspian sea in April 1986 Chinese American professor Fang Xiao-yang[1] chaired a meeting of the first international symposium on environmental geotechnical engineering, published his famous paper, "Introductory few on Environmental Geo-technology", the Environmental geotechnical engineering located in "the edge of the interdisciplinary science, covered in the atmosphere.
Geotechnical engineering is to geotechnical as part of the engineering structure engineering disciplines.
On development of geoenvironmental Engineering[J].China Civil Engineering Journal,2001,34(2):1-7

Preface Following the great progress made in civil engineering and building materials, the 2011 International Conference on Civil Engineering and Building Materials (CEBM 2011) aimed at providing a forum for presentation and discussion of state-of-the-art development in Structural Engineering, Road & Bridge Engineering, Geotechnical Engineering, Architecture & Urban Planning, Transportation Engineering, Hydraulic Engineering, Engineering Management, Computational Mechanics, Construction Technology, Building Materials, Environmental Engineering, Computer Simulation & CAD/CAE.
Emphasis was given to basic methodologies, scientific development and engineering applications.
Lin International Engineering Consulting (China) Co., Ltd and International Science & Engineering Research Center.
Lin International Engineering Consulting (China) Co., Prof.

Research on Influence of Concrete Pouring Sequence on Stability of High-Formwork Support System li Liu1, a , Juchao Wang2,b, Bo Wang3,c , and Yanan Liu4,d 1School of Civil Engineering Shenyang Jianzhu University, Shenyang, China 2School of Civil Engineering Shenyang Jianzhu University, Shenyang, China 3School of Civil Engineering Shenyang Jianzhu University, Shenyang, China 4 School of Civil Engineering Shenyang Jianzhu University, Shenyang, China aliuli1219@sina.com, bjieqiaowang123@163.com, cmiwbmang@163.com, dtheral@163.com Keywords: High-formwork, finite element analysis, concrete pouring sequence, stability Abstract.
Introduction With the development of modern cities, there appeared more and more large engineering, high formwork support system was applied more widely.
[2] Zhihua Chen, Zhengran Lu, Xiaodun Wang, Qun Liu: Research on the Bearing Capacity of Steel Tubular Formwork Support with Coupler Without X-bracing Based on The Partially-Sway Single Post Stability Theory in Chinese [J], Engineering Mechanics 2010,27(11):99-105
[3] Jian Zhang, Jianwei Miao, Simulation Research of Stability of High-Formwork Support System in Chinese [D], Engineering Mechanics, 2012: 66-70
[7] Xinmin Wang, Numerical Analysis of Engineering Structure Based on ANSYS [M], china communication press,2007: 21-25.

Improvement of Soft Soil by Stone Column Treated with Bentonite Safa Hussain Abid Awn1,a*, Jasim M Abbas1,b 1Department of Civil Engineering, Collage of Engineering, University of Diyala, Diyala, Iraq asafa_alshamary@yahoo.com, bjasimalshamary@yahoo.com Keywords: Soft soil, soil improvement, bentonite, stone columns.
Experimental Work Civil engineers suffer from constructing heavy structures, on soft soils, because of unacceptable settlement.
The soil used in this study was in a location near the laboratories building of civil engineering department, Diyala University (at 1.5 m depth).
Pivarc, Stone Columns-Determination of the Soil Improvement Factor, Slovak Journal of Civil Engineering, XIX, 3, (2011), pp. 17-21
Sustainable Civil Infrastructures.

Dynamic testing of bridges, sometimes termed as “vibration analysis” by civil engineers, is an exceptionally powerful experimental technique.
Technologies that are described in this paper meet the requirements provided by the following standards and guidelines: · Guideline for ANSS seismic monitoring of engineered civil systems [1]; · IEEE standards regarding hardware and software implementation.
Sensors placement Because of the existence of budgetary and practical constraints, civil engineered systems are typically monitored under natural dynamic loads (i.e., wind or traffic-induced loads), available at no cost.
On the contrary, few applications deal with civil engineered systems.
References [1] ANSS, Guideline for ANSS Seismic Monitoring of Engineered Civil Systems, 2005 [2] M.

Structural vibration response monitoring based damage identification methods have gained substantial attention in recent years [1,2], particularly due to their potential applications in the areas of civil and mechanical engineering.
Engineering structures 19 (1997) 718
Bayissa, Damage Identification and Condition Assessment of Civil Engineering Structures Through Response Measurement, PhD thesis, The University of Melbourne, Department of Civil and Environmental Engineering, 2007
Ocean engineering 38 (2011) 329
Journal of Structural Engineering 132 (2006) 1491-1501

Preface This proceeding contains the accepted papers from The 2014 3rd International Conference on Civil, Architectural and Hydraulic Engineering (ICCAHE2014).
This conference series is a forum for enhancing mutual understanding between scientists, engineers, policymakers and experts in the civil, architectural and hydraulic engineering field.
This book covers the subject areas of Structural Engineering, Geotechnical and Geological Engineering, Tunnel, Subway and Underground Facilities, Seismic Engineering, Coastal Engineering, Oil, Gas and Mineral Resources Exploitation, Heating, Gas Supply, Ventilation and Air Conditioning Works, Disaster Prevention and Mitigation, Surveying Engineering, Cartography and Geographic Information Systems, Computational Mechanics and Applied Mechanics, Construction Technology, Architectural Design and Its Theory, Building Technology Science, Renewable Energy, Energy Saving Building, Low-Carbon Building, Ecological Building, Urban, Rural Planning and Design, Landscape Planning and Design, Traditional Construction Materials, Advanced Construction Materials, Project Management, Engineering Management, Civil and Construction Industry Management, Infrastructure Demand and Supply, Engineering Education.
The Organizing Committee of ICCAHE2014 The 2014 3rd International Conference on Civil, Architectural and Hydraulic Engineering (ICCAHE 2014) Conference Organization Chairman Prof.

Evidence from a typical university of the late Soviet period - Moscow State University of Civil Engineering (Fig. 1), the author researched a draft of an environmental optimization of the space of the university due to the changing demands of the time.
The territory of - Moscow State University of Civil Engineering(author’s model) There are two ways of ecological optimization of the environment: the isolation of the source of negative impacts (both quantitative and qualitative reduction of the negative impact on the path from the source to the building) and protection of the recipient in a particular building with modern materials, architectural practices and engineering systems.
Thus in the project of the optimization of the complex of the Moscow State University of Civil Engineering it was proposed to increase and expand the parterre park at the expense of the area above the line (main line itself was proposed to be concluded in a half tunnel) and parking areas, with the creation of underground parking beneath the central part of the park (Fig. 2), and partially cover area between the buildings of the campus with a platform.[1] To saturate this advanced park with new features in new space.
Expanding of the parterre park of Moscow State University of Civil Engineering, view from the University’s building side (author’s project) The second way is a creation of new green surfaces, both on the roofs and facades of buildings and on the intermediate floors.[2] This current of ​​space optimization has become widespread in many Western European countries, and especially actively promoted in North America.

Dipankar Chakravorty 3, c 1 Research Scholar, Department of Civil Engineering, Jadavpur University Kolkata- 700032, West Bengal, India. 2 Research Scholar, Department of Civil Engineering, Jadavpur University Kolkata- 700032, West Bengal, India, 3 Professor, Department of Civil Engineering, Jadavpur University, Kolkata- 700 032, West Bengal, India, a Email- bakshi.kaustav@gmail.com, b Email- das_hari06@yahoo.co.in, 3 Email- prof.dipankar@gmail.com Keywords: Composite conoidal shell, force vibration, Newmark's average integration method, finite element.
Introduction The use of conoidal shells in civil engineering practice in the industry is not new and early research paper [1] on isotropic conoids published in the second half of the last century proves the fact.
ACSE Journal of Engineering Mechanics, vol-124.