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Environmental impact and hazard control method on deep foundation pit supporting engineering Guangdong Han1,a, Changsheng Guan2,b , Jing Zhou3,c 1Civil construction engineering institute, Wuhan university，Wuhan,430072,China 2School of civil engineering and architecture, Wuhan university of Technology，Wuhan, 430070, China aemail（373811594@qq.com）, bemail（guancs2008@126.com） Keywords: foundation pit bracing, environmental hazards, deep foundation pit, construction Abstract.
This dissertation mainly analyzes that the deep foundation pit engineering in civil construction, which may impact on the environment and could cause disasters.
But on the engineering application, the foundation pit engineering construction disturbance can't satisfy impact hang around buildings and the original underground pipeline safety normal use can.
So the selection principle of foundation pit engineering retaining system is safe, economic and convenient for construction, Determined selection to suit measures to local conditions.
In addition, the disturbance control of Foundation pit engineering construction should adopt a comprehensive approach.

This collection of papers by results of conference “Advanced Materials and Technologies for Energy Efficiency and Sustainable Development” (AMTESD-2016, April 27-29, 2016, Saint Petersburg, Russia) will be useful of the wide range of engineers and researchers in area of civil and industrial constraction, energy production and treatment of wastes.

Carbon fiber (CF) is an essential functional material focused on widely, especially in civil engineering.
Introduction Structure health monitoring (SHM) is an essential problem widely studied in civil engineering[1].
Application of piezoelectric materials in structual health monitoring of civil engineering structures[J].
Sensor characteristics of carbon fiber mat .Key Engineering Materials, 2006,v 326-328 II：1451-1454

The issue is a platform for presenting cutting edge fundamental research in chemistry and physics of materials and processes associated with fast chemical processes, frontal high energy reactions, supersonic reactions, ageing, thermal decomposition and mechanical damage of energetics, as well as utilisation and safety of energetic materials, new materials for anti-terroristic activity, new materials for space transportation systems, new technologies of energetic materials in medicine, forensic, mining and civil engineering Steel, Alloys, Ceramics, Composites, Polymers, Surface, Coatings, Welding, Plating, Sintering, Plasma Treatment, Extrusion, Machinability, Extraction, Bacterial Resistance, Building Materials, Concrete, Brick, Wooden Components, Pile, Soil Failure, Structures, Mechanical Properties, Pavement, Mineral Processing, Flotation, Environmental Engineering, Water Quality, Groundwater, Soil Remediation

Form Factor for the Design of Pultruded FRP Structural Members under Compression Jin-Woo Choi1, a, Seungsik Lee2, b, Hyung-Joong Joo1, c , Young-Jong Sim 3, d , and Soon-Jong Yoon1, e 1 Department of Civil Engineering, Hongik University, 72-1 Sangsu-dong, Mapo-gu, Seoul 121-791, Korea 2 Korea Institute of Marine Science & Technology Promotion, 275-6 Yangjae-dong, Seocho-gu, Seoul 137-941, Korea 3 Korea Land & Housing Corporation, 175 Gumi-dong, Bundang-gu, Seongnam-si, Gyeonggi-do 463-500, Korea a jinu385@hanmail.net, bdrslee@naver.com, chj5898@daum.net, dyjsim@hanmail.net, e sjyoon@hongik.ac.kr Keywords: Buckling and post-buckling, compression member, pultruded structural shape, form factor, design, experiment Abstract.
Among the FRP materials, pultruded fiber reinforced polymeric plastics are the most popular for civil engineering applications.
Introduction Fiber reinforced polymeric plastic (FRP) structural shapes are available in civil engineering applications due to many advantages such as high specific strength and stiffness, high corrosion resistance, light weight, etc.
Acknowledgment This work was supported by Korea Science and Engineering Foundation (KOSEF) grant (No.

Large Building Overhead Installation Control Surveying Dongwei QIU1, a, Yanmin WANG2,b and Xiuzhong CHEN3,c 1 Key Laboratory for Urban Geomatics of National Administration of Surveying Mapping and Geoinformation, Beijing University of Civil Engineering and Architecture, Beijing 100044, China 2 Key Laboratory for Urban Geomatics of National Administration of Surveying Mapping and Geoinformation, Beijing University of Civil Engineering and Architecture, Beijing 100044, China 3 Beijing University of Civil Engineering and Architecture, Beijing 100044, China aqiudw@126.com, bwangyanmin@bucea.edu.cn, cchenxiuzhong@bucea.edu.cn Keywords: Precision surveying; Control network; Steel structure; Overhead installation; engineering survey.
And though data processing, accuracy evaluation and the analysis of engineering applications results, we verify the correctness of the method.
The three-dimensional surveying control network is the benchmark of the engineering construction survey.
This method is applied and its performance is verified by practical engineering.
KM201010016012), the Beijing university of civil engineering and architecture science research foundation of China (No. 101103005) and key laboratory for urban geomatics of national administration of surveying mapping and geoinformation project (No. 20111213N).

Azlan Adnan3,c 1CTMC, Faculty Of Civil Engineering, Universiti Teknologi Malaysia, Malaysia. 2CTMC, Faculty Of Civil Engineering, Universiti Teknologi Malaysia, Malaysia. 3Faculty Of Civil Engineering, Universiti Teknologi Malaysia, Malaysia.
Therefore, engineers have to be alert and kept updated with the knowledge and behavior of earthquake trend in this area.
It is a method of precaution that can be taken by engineers to consider earthquake loading into future building design
Therefore engineers can design and build a safer building that will cater for the extra loading generated from seismic activity.
Masyhur Irsyam (2002), “The Effect Of The Latest Sumatra Earthquake To Malaysian Peninsular”, “Journal Of Civil Engineering, Universiti Teknologi Malaysia, Vol. 15 No. 2, 2002” [2] Shailesh Kr.

Preface SREE Workshop on Applied Mechanics and Civil Engineering (AMCE) aims to bring together academic scientists, leading engineers, industry researchers and scholar students to exchange and share their experiences and research results about all aspects of applied mechanics and civil engineering, and discuss the practical challenges encountered and the solutions adopted.
AMCE 2011 aims to provide a forum for theoretical and technical exchanges regarding the advanced theories, methodologies and techniques about all aspects of applied mechanics and civil engineering.
AMCE 2011 received about 230 submissions, which are involved in the fields as follows: a)applied mechanics; b)architecture; c)hydraulic engineering; d)environmental engineering and safety; e)mechanical engineering and instrumentation; f)civil engineering; g)transportation engineering. 77 selected papers are published in the AMCE 2011 proceedings, which are divided into five topics: applied mechanics; civil engineering; hydraulic engineering; environmental engineering and safety; others.
Sponsor Sponsored by Society for Resources, Environment and Engineering（SREE）

The 195 papers are grouped as follows:
Chapter 1: Advanced Materials Engineering, Technologies and Processing;
Chapter 2: General Mechanical Engineering;
Chapter 3: Technology of Design in Machinery;
Chapter 4: Mechatronics, Robotics, Control and Automation;
Chapter 5: Electrical Engineering, Electrical Machines and Apparatus;
Chapter 6: Power System and Energy Engineering, its Applications;
Chapter 7: Electronics and Integrated Circuits, Embedded Technology and Applications;
Chapter 8: Instrumentation, Measurement Technologies, Analysis and Methodology;
Chapter 9: Signal Processing and Data Mining;
Chapter 10: Communication Theory and Systems;
Chapter 11: New Technology and Method in Architecture and Civil Engineering;
Chapter 12: Organization of Production;
Chapter 13: Environment and Environmental Engineering;
Chapter 14: Related Topics.

Development of an Alternative Cementitious Materials Based on Calcium Carbide Residue and Silica Fume Thunthanut Inyai1,a*, Phongthorn Julphunthong1,2,b* and Panuwat Joyklad3,c 1Department of Civil Engineering, Faculty of Engineering, Naresuan University, Phitsanulok, Thailand 2Center for Academic Excellence in Applied Physics, Faculty of Science, Naresuan University, Phitsanulok, Thailand 3Department of Civil and Environmental Engineering, Faculty of Engineering, Srinakharinwirot University, Thailand athunthanuti62@nu.ac.th, bpop_civil@hotmail.com, cpanuwatj@g.swu.ac.th Keywords: Cementitious materials, Calcium carbide residue, Silica fume, Pozzolan reaction, Mortar.
Acknowledgements The authors would like to acknowledge Department of Civil Engineering, Faculty of Engineering, Naresuan University for kindly allowing the use of their facilities.
Roongreung, Cementing material from calcium carbide residue-rice husk ash, Journal of Materials in Civil Engineering 15(5) (2003) 470-475
Laosamathikul, Effects of calcium carbide residue–fly ash binder on mechanical properties of concrete, Journal of Materials in Civil Engineering 22(11) (2010) 1164-1170
Kajitvichyanukul, Microstructure of calcium carbide residue–ground fly ash paste, Journal of materials in civil Engineering 23(3) (2011) 298-304