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Introduction The development of industrial and civil construction is accompanied by a rise in the output of materials and products of various applications.
A solving of such engineering problem as reduction of production costs due to utilization of low-grade raw materials and waste facilitates the improvement of the environmental situation and increases the efficient use of nature resources.
Civil Eng. 25 (2013) 1638-1646

Agostino Church during 6 th April 2009 Earthquake in L'Aquila: Vulnerability and Damage Assessment CALDERINI Chiara1,a and LAGOMARSINO Sergio 1,b 1 Dep. of Civil, Environmental and Architectural Engineering, University of Genoa, Genoa, Italy a chiara.calderini@unige.it, bsergio.lagomarsino@unige.it Abstract The church of S.Agostino in L'Aquila was built at the beginning of XVIII century, replacing an older church collapsed during the strong earthquake of 1703.
The evaluation of damage has been carried out by adopting the survey form of the Italian Department of Civil Protection for the seismic damage assessment of churches (Scheda di Rilievo del Danno ai Beni Culturali - Chiese 2006).

Harte1,b 1Department of Civil Engineering, National University of Ireland, University Road, Galway, Ireland aa.mctigue1@nuigalway.ie, bannette.harte@nuigalway.ie Keywords: Oriented Strandboard, OSB, Non-Linear, Simulation, Probabilistic, Stress-Strain Relationship, Tension.
Journal of Materials in Civil Engineering, 1994. 6(1): p. 34-53. 7.
Probabilistic Engineering Mechanics, 1995. 10(2): p. 63-71. 8.
Larsen, Timber Engineering. 2003, New York: J.
O'Toole, C., An Investigation Into the use of Irish Sitka Spruce in Timber I-Joists, in Department of Civil Engineering. 2006, National University of Ireland: Galway. 17.

Study on the quality management of construction enterprise S.Z.Ren 1, a and G.J.He 1,b 1College of Civil Engineering and Mechanics, Central South University of Forestry and Technology, Hunan, Changsha, 410004 a64284055@qq.com, bcegjhe@hotmail.com Keywords: quality management, construction enterprise, engineering quality.
High quality engineering was the construction enterprise magic weapon to win market competition, also was a flagship of corporate image.
Shoddy engineering damaged to the corporate image, and would bring great negative influence.
Selected a right project manager or a good project team could make the project function be good, the engineering optimum for merit.
In addition, the project quality management of construction enterprise should pay attention to engineering detail quality of treatment.

Rock Integrity Evaluation Based on Fuzzy Element-Matter Model Shiguo Suna, Yanyan Heb , Xiaoping Xinc Architecture and Civil Engineering Department, North China University of Technology, Beijing, China,100144 assg918@163.com, b19890825502hyy@sina.com, cxxp55555@126.com Keywords: Fuzzy matter element; Rock integrity; Summing normalization method; Optimization principles Abstract.
This model was validated by practical engineering and the result was reasonable and reliable.
In the end this model was used in practical engineering.
Classification of Engineering rock masses [S].
Rock Engineering Geomechanics basis [M].

Green's Function Solution of the Semi-space with Double Shallow-buried Cavities HongLiang Li 1, a ,Cun Zhang1,b 1 College of Aerospace Engineering and Civil Engineering, Harbin Engineering University, Harbin, 150001, China a leehl@sina.com, bapzc2529@gmail.com Keywords: semi-space; shallow-buried cavity; Green's Function; SH-wave scattering; dynamic stress concentration factor (DSCF) Abstract.
In mechanical engineering and modern municipal construction, shallow-buried cavity structure is used widely.
Introduction In mechanical engineering and modern municipal construction, shallow-buried cavity structure is used widely.
Key Engineering Materials, Vol. 348-349(2007),p.521-524 [6] Li Hongliang, Li Hong,Yang Yong:Dynamic Stress Intensity Problem of SH-Wave by Double Linear Cracks near A Circular Hole.
Key Engineering Materials,Vol.385-387(2008),p.105-108

Everyday engineering work is rife with uncertainty and complexity.
Engineering design plug-ins can be custom built to streamline input for specific engineering problems.
Effective engineering decision-making requires the participation of experienced engineers.
Stiemer: Decision Tools for Engineering of Steel Structures.
Journal of Computing in Civil Engineering, 21(5): 353-362. (2007) [3] F.

Strengthening Schemes for Flexure and Torsion using FRP Laminates: A State of Art Review Muhammad Imran1, a, Nasir Shafiq1, b and Ibrisam Akbar1, c 1Departmnet of Civil Engineering Universiti Teknologi PETRONAS, Tronoh 31750, Perak, Malaysia aengrimran_ce@hotmail.com, bnasirshafiq@petronas.com.my, c ibrisam_akbar@petronas.com.my Keywords: CFRP, deficiency, eccentricity, flexure, reinforced concrete and torsion.
Dux, "Experimental investigations on FRP strengthening of beams in torsion," in FRP Composites in Civil Engineering - CICE 2004, ed: Taylor & Francis, 2004, pp. 587-592
Motavalli, "Debonding failure modes of flexural FRP-strengthened RC beams," Composites Part B: Engineering, vol. 39, pp. 826-841, 2008
I: Experimental Study," Journal of Structural Engineering, vol. 117, pp. 3417-3433, 1991
J., "Torsional Behaviour of High-Strength Concrete Beams Strengthened Using CFRP Sheets; an Experimental and Analytical Study," Scientia Iranica Transaction a-Civil Engineering, vol. 16, pp. 321-330, Jul-Aug 2009

Journal of Construction Engineering and Management 126(4): 268–277 (2000) [9] J.
KSCE Journal of Civil Engineering 12(6): 367-377 (2008) [16] N.
Journal of Engineering, Design and Technology 5(1): 35-48 (2007) [21] C.
Canadian Journal of Civil Engineering 35 (2008) [34] P.
Journal of Management in Engineering, 21(2): 70–80 (2005) [35] J.

Flume Experiments for Investigation of Rainfall-induced Slope Failure Muhammad Rehan Hakro1, a, Indra Sati Hamonangan Harahap2,b 1,2 Department of Civil Engineering Universiti Teknologi PETRONAS, Malaysia arehanhakro@yahoo.com, bindrasati@petronas.com.my Keywords: Slope, Failure, Sandy Soil, Flume, Artificial rainfall, Imko TDR, Piezometer; Abstract.
Acharya "Analysing the interactions between waterinduced soil erosion and shallow landslides " Doctor of Philosophy, Civil and Natural Resources Engineering, University of Canterbury Canterbury, 2011 [3] G.
Sahin, "Laboratory tests to study stability mechanism of rainfall infiltrated unsaturated fine-grained soil slopes developing into shallow landslides and their hydraulic properties," Civil Engineering, İzmir Institute of Technology, 2013
on Soil mechanics and Foundation Engineering, Rio de janeiro, 1989, pp. 1639-1642
P, "Slope failures triggered by heavy rainfall," Philippine Engineering Journal, vol. 25, pp. 73–90, 2005