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Based on the regional topography, engineering geology, hydrology, vegetation, soil, and soil erosion survey of Xiaolongtan power plant, this paper will analyze the area of influence according to the soil and water loss and its effects in this project, and according to the characteristics of construction projects and the local natural conditions, combined with the characteristics of soil and water loss control degree of each region and the affected, The biological measures with engineering measures together, take slag retaining engineering, drainage engineering, land consolidation engineering and plant measures for the comprehensive management.So the effect of soil erosion will be reduced to minimum level, the area of new erosion will be effectively controlled.
In the period of the 3rd expanding project of Xiaolongtan power plant, the area of soil and water loss caused by construction may include engineering excavation area, ash field area and construction area.
In the site are, after the execution of engineering projects and biological measures for soil and water conservation, the ground slope, land cover could basically meet the requirements of soil and water conservation.
Prevention measures According to the characteristics of construction projects and the local natural conditions, combined with the characteristics of soil and water loss control degree of each region and the affected, In the guidance of soil and water conservation principle and control scheme of soil erosion control, in accordance with the "suit one's measures to local conditions, comprehensive prevention and control" approach, The biological measures with engineering measures together, take slag retaining engineering, drainage engineering, land consolidation engineering and plant measures for the comprehensive management.
After civil engineering is completed, immediately site is cleaning, greening, The focus is all kinds of excavation surface and the construction site.

Yao, Cracking reason of segments of shield tunnel and relevant numerical simulation analysis, Journal of Civil Engineering and Management, 5 (2011) 44-49
Yao, Cracking reason of segments of shield tunnel and relevant numerical simulation analysis, Journal of Civil Engineering and Management, 5 (2011) 44-49
Tunnels and underground engineering. 28 (2010) 123-125 (In Chinese) [22] A.Haack.
Chinese Journal of Underground Space and Engineering. 28 (2011) 1480-1483.
Crack control of engineering structures.

Meso-Scale Simulation of Concrete: Blast and Penetration Effects and AAR Degradation Gianluca Cusatis1,a , Giovanni Di Luzio2,b and Luigi Cedolin2,c 1Department of Civil and Environmental Engineering, Rensselaer Polytechnic Institute.
Troy (NY) USA 2Department of Structural Engineering, Politecnico di Milano.
Aided Civil and Infrastructure Engng Vol. 15 (2000) p.120 [12] E.
Cedolin: Journal of Engineering.
Cedolin: Journal of Engineering.

Introduction Structural Health Monitoring (SHM) is important in many areas of aerospace, civil and mechanical engineering to ensure structural integrity and safety.
The ability to monitor a structure and detect damage at the earliest possible stage has always been of interest throughout civil, mechanical and aerospace engineering.
In civil engineering, there is now a very ageing infrastructure and with bridges and highways required to take ever increasing payloads it is essential to be able to monitor and assess damage in order to aid maintenance strategies and to provide accurate remaining life predictions.
Aerospace Engineering Vol. 221 (2007) ,p 631
Identification in Engineering Systems, (1999) p. 392

Study on Fire Prevention Performance-based Design of A Large Underground Banquet Hall Yanqing Bao 1, 2, a 1 Department of Fire Engineering, The Armed Police Academy, Lang fang, Hebei, 065000, China 2 Xi'an University of Architecture and Technology, Xi’an, Shanxi, 710055, China a baoyanqing2002@sina.com Keywords: Underground Building, Large Underground Banquet Hall, Performance-based Design, Fire Simulation, Occupant Evacuation Abstract.
The selection of maximum heat release rate refers to the regulations in the civil building smoke technical procedures（DGJ08-88-2006）,which is a Shanghai local standard.
[2] Civil building smoke technical procedures (DGJ08-88-2006), in Chinese

Comparison between the Use of Aluminum and Composites in the Design of a Wing-Spar of An Airplane Mohamed Khamesa, Ahmed Embaby b, and Abdelrahman Aghac Aeronautical Engineering Department, Military Technical College, Cairo, Egypt.
Nowadays, a process of using composites on a large scale to the aircrafts’ construction, in both, the civil and military aviation, was initiated.
In civil aviation, using composite materials allowed us to carry more passengers and cargo (an example for a structure in 50% is made of composites is the cutting-edge passenger aircraft Boeing 787 Dreamliner).

Seismic Intervention and Dynamic Testing of an Arch Bridge Kleidi Islami1, a, Giovanni Tecchio 2,b and Claudio Modena 3,c 1, 2, 3 University of Padua, Department of Structural and Transportation Engineering, Padua, Italy akleidi@dic.unipd.it, b tecchio@dic.unipd.it Keywords: Seismic Retrofit, Dynamic Identification, Structural Identification, Masonry Arch Bridge.
FEM frequencies when varying the Modulus E of abutments, piers and tympanum Table 2 – Parameters used in the FE Model after calibration Abutments, Piers, tympanum Fill Elastic Modulus [MPa] 12750 2000 Poisson Modulus 0,2 0,15 Density [Kg/m3] 2200 1800 Comparison between experimental data and f.e models The modal identification of bridges and other civil structures is required for validation of finite-element models used to predict static and dynamic structural behavior either at the design stage or in case of structural strengthening.
Dalla Benetta, , Dynamic testing and structural identification of two R.C. arch bridges, First Middle East Conference on Smart Monitoring, Assess-ment and Rehabilitation of Civil Structures, SMAR-Dubai, 2011

Barsoum Royal Institute of Technology Dep. of Aeronautical and Vehicle Engineering 100 44 Stockholm, Sweden zuheir@kth.se Keywords: Welding simulation, residual stresses, tubular joints, torsional fatigue, relaxation and redistribution.
[3] Humphreys A.E, Influence of residual stress on the initiation of fatigue cracks at welded piping joints, Master Thesis, Dep. of Civil Eng., North Carolina Sate University, Raleigh, NC, USA, 2004
[4] X Lu, Influence of residual stress on fatigue failure of welded joints, Doctoral Thesis, Dep. of Civil Eng., North Carolina State University, Raleigh, NC, USA, 2002

Research on Modeling Method of Runway Frictional Coefficient Measuring Vehicle Based on Impedance Diagrams Xudong Shi1,2,a, Shouwen Shi1,b , Jianli Li1,c and Xingyu Liu1,d 1Aeronautical Automation College of Civil Aviation University of China, Tianjin, China 2Ground Support Equipments Research Base of Civil Aviation University of China, Tianjin, China astone_131@sina.com.cn, bssw_007@126.com, cjlli@cauc.edu.cn, dxyliu@cauc.edu.cn Keywords: Runway frictional coefficient measuring vehicle; Impedance diagram modeling; Surface roughness; Power spectral density Abstract.
Song: Study on the key technology of airport runway frictional coefficient measurement, Key Engineering Materials, Vol. 381-382(2008), p. 229-232

Influence of Ambient Temperature on Course of Cement Stone Solidification Marcela Fridrichová1,a, Dominik Gazdič1,b* and Karel Dvořák1,c 1Brno University of Technology, Faculty of Civil Engineering, Veveri 331/95, 602 00 Brno, Czech Republic afridrichova.m@fce.vutbr.cz, bgazdic.d@fce.vutbr.cz, cdvorak.k@fce.vutbr.cz Keywords: cement, ettringite, hydration, XRD, DTA.
[6] ČSN EN 196-1 Methods of testing cement – Part 1: Determination of strength [7] Fridrichová, M.; Dvořák, K.; Gazdič, D., Slovak Journal of Civil Emgineering, Vol. 24 (2016), p. 24