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Engineering Structures, 19(3):224-232, 1997
Journal of Engineering Mechanics, 12:017, 2007
Engineering Structures, 173:892-907, 2018
Engineering Structures, 32(4):1168-1183, 2010
Engineering Structures, 181:181-191, 2019

The reliability theory based expert system research for Subway construction safety risk identification Xianguo Wu1, Huitao Liu1, Limao Zhang1, Baojun Ding1, Haizhou Zhai1, Xi Li1 1School of Civil Eng. & Mechanics, HUST, Wuhan 430074, China 6516868@qq.com Keywords: subway security risk, automatic identification, confidence factor theory, knowledge base structuring, contribution Abstract.
Construction safety risk identification involves many kinds of factors such as engineering body characteristics, engineering geology and hydrogeology, surrounding environment, construction methods,, and so on.
It is required that recognition people have rich engineering experience.
For metro station foundation pit engineering, different risk fact may cause the same safety accidents.
Railway Engineering. 2006, (1):49-51 [6] Li Lei, Gao Tieman.

Dept. of Engineering. via G.
Golden: Journal of Materials in Civil Engineering Vol. 19.8 (2007), p. 683-690 [25] M.
Barreca: Agricultural Engineering International: CIGR Journal Vol. 14.3 (2012), p. 46-52 [47] U.
Kams, in: Thermal conductivity of thatched (reed) roof in composite ceiling, Civil Engineering.
Ferrero, in:Outdoor thermal and visual perception of natural cool materials for roof and urban paving, International Conference on Sustainable design, Engineering and Construction, ICSDEC (2015) [56] ASHRAE 55, 2010.

Power engineers do not convert ASW into a stabilized product that complies with construction SNiPs, GOSTs, but traditionally offer the market ASW with very unstable physical and chemical characteristics. 2.
Journal of Achievements in Materials and Manufacturing Engineering. 91 1 (2018) 27–33
Asian journal of civil engineering (building and housing). 13/2 (2012) 275–287
Thermal Engineering. 57/4 (2010) 325–331
Chemical Engineering Journal. 301 (2016) 132–138

Blume Earthquake Engineering Center, Stanford, CA, USA, 2009
Porter, An Overview of PEER’s Performance-Based Earthquake Engineering Methodology, Proceedings of Ninth International Conference on Applications of Statistics and Probability in Civil Engineering: ICASP9, SF, CA, USA, 2003, [6] EN 1993-1-1 Eurocode 3: Design of steel structures.
OpenSees: Open system for earthquake engineering simulation, Pacific Earthquake Engineering Research Center, University of California, Berkeley, CA, USA, 2006
Cornell, Incremental dynamic analysis, Earthquake Engineering and Structural Dynamics, 31(3):491–514, 2001
Varum, Seismic risk assessment for mainland Portugal”, Bulletin of Earthquake Engineering, 13:429–457, 2015

Sixth National Local Government Engineering Conference: Effective Management of Assets and Environment: Preprints of Papers (1991) 117 [16] Centre for Pavement Engineering Education.
Fwa, The Handbook of Highway Engineering, CRC Press, Florida, 2005
Babu, New Optimization Techniques in Engineering: Studies in fuzziness and soft computing, Springer, Germany, 2004
Conference on the Application of Artificial Intelligence Techniques to Civil and Structural Engineering (1989) 131-135 [37] T.J.
Riverson, Highway routine maintenance programming at network level, Journal of Transportation Engineering, 114 (1988) 539-554

Orlov, Useful properties of twist extrusion, Materials Science and Engineering A, Vol. 503, n. 1-2, 14-17, 2009
Ma, Friction stir welding and processing: Science and Engineering (Springer International Publishing 2014)
Materials Science and Engineering A 2012;532:26-30
Park, Derivation of Fatigue Properties of Plastics and Life Prediction for Plastic Parts, Proc. 2015 World Congress on Advances on Civil Environmental and Material Research (ACEM 15), Incheon Korea, August 25-29, 2015
I: Finite element methods modelling, Polymer Engineering and Science, Vol. 39, n. 12, pp. 2505-2515, 1999

This standard is based on Engineering Mechanics, structure tests and engineering experience, and enriched and completed due to the continuous accumulation of structure tests and engineering experience.
Engineering structures, 2000, 22(10): 1339-1349
Engineering Structures, 2003, 25(6): 713-728
Journal of Harbin Architecture and Civil Engineering Institute, 1990, 23(2): 1-9.
Engineering Structures, 2002, 24(4): 501-515

The ocean engineering, 2003, 21(1):78-86
Port&Waterway Engineering, 2000, (12):96-102
The Ocean Engineering, 1996, 14(4): 53-58
Proceedings of the Institution of Civil Engineers, Maritime and Waterways Engineering Division Meeting[C], 1957, 7:827-879
Coastal Engineering, 2010, (57): 585-596

Engineered unfired clay bricks are an ecological alternative to overcome conventional construction materials’ inconvenience.
To make it safe and suitable for construction, this type of materials requires engineering its strength properties [4].
It will contribute highly to the comprehension of interactions between macro and micro engineering properties of unfired clay bricks incorporating organic waste additives.
Feddaoui, “Thermal, Mechanical and Physical Behavior of Compressed Earth Blocks Loads by Natural Wastes,” International Journal of Civil Engineering and Technology, vol. 9, pp. 1353–1368, 2018a
Rukuni, “Development, Engineering Properties and Potential Applications of Unfired Earth Bricks Reinforced by Coal Fly Ash, Lime and Wood Aggregates,” Journal of Building Engineering, vol. 18, Mar. 2018, doi: 10.1016/j.jobe.2018.03.010