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The Issue of Authenticity in Reconstruction of Wooden Building as an Interpretation of the Historical Site - Case Studies of Log Cabins from Tennessee State, USA Tomasz Tomaszek* Department of Monuments Conservation, Faculty of Civil and Environmental Engineering and Architecture, Rzeszow University of Technology, Al.
Gardner Leigh, Tipton-Haynes Historic Site – History, Conditions Assessment & Maintenance Recommendations, Tennessee Historical Commission (THC), the Tipton-Haynes Historic Site, and the Tennessee Civil War National Heritage Area (NHA), MTSU Center for Historic Preservation, Murfreesboro, Tennessee, 2011.

Civil, Unisinos, Av.
Teixeira, Évolution biochimique des résidus de désencrage dans un contexte de valorisation comme barrière de recouvrement, PhD thesis, Département de génie civil, Université de Sherbrooke, Québec, 2001, p. 195
Caponero, Behavior of phosphate sludge in the production of Portland cement clinker, MSc thesis, Metallurgic and Material Engineering, Escola Politécnica, São Paulo, SP, Brazil, 1999, p. 116.

Behaviour of Colliding Multi-Storey Buildings under Earthquake Excitation Considering Soil-Structure Interaction Sayed Mahmoud 1,a, Ayman Abd-Elhameed 2,b and Robert Jankowski 3,c 1 Faculty of Engineering, King Abdulaziz University, Rabigh, Saudi Arabia 2 Faculty of Engineering, Helwan University, Cairo, Egypt 3 Faculty of Civil and Environmental Engineering, Gdansk University of Technology, Gdansk, Poland aelseedy@hotmail.com, baymanm79@hotmail.com, cjankowr@pg.gda.pl Keywords: Structural pounding, Earthquakes, Soil-structure interaction, Shear wave velocity, Peak response, Nonlinear modelling.
Earthquake Engineering Vol. 6(3) (2002), P. 391 [8] M.
Anagnostopoulos: Pounding of buildings in series during earthquakes, Earthquake Engineering and Structural Dynamics Vol. 16 (1988), P. 443 [13] B.F.
Kasai: Dynamics of pounding when two buildings collide, Earthquake Engineering and Structural Dynamics Vol. 21 (1992), P. 771 [14] C.J.
Takewaki: Bound of earthquake input energy to soil-structure interaction systems, Soil Dynamic and Earthquake Engineering Vol. 25 (2005), P. 741

Chinese Journal of Rock Mechanics and Engineering，2000，19(Supp.1)：917–921.
Chinese Journal of Rock Mechanics and Engineering，2008，27(4)：757–764.
Chinese Journal of Geotechnical Engineering，2009，31(3)：378–383.
Chinese Journal of Rock Mechanics and Engineering，2008，27(7)：1315–1320..
Chinese Journal of Rock Mechanics and Engineering，2003，22(2)：261–265.

Fig 2 Planar graph of stage bin Engineering geological and hydrogeological characteristics.
In the foundation pit engineering, the slope engineering and geological hazards prevention engineering, soil arching effect in the horizontal direction can be observed obviously [10-11].
Zhuang: On Arch Effect in Civil Engineering.
Chinese Journal of Geotechnical Engineering.
Journal of Geotechnical Engineering.

School of Territorial Resource Engineering, Kuming University of Technology, China; 2.
School of Architecture and Civil Engineering, Wuhan University of Technology, China azclky78@163.com, bxinpingli@whut.edu.cn Keywords: Optimization of blasting parameters; rock beam; underground workshop Abstract: The optimum model for blasting parameters of anchoring rock beam is established and its blasting parameters are optimized by making use of a strong mapped function of the neural networks technology with the typical samples of other practical smooth blasting parameters.
It is aimed at minimizing the dimension as possible while satisfying engineering requirement.
Recently, artificial nervous network with the function of associative memory, self-organization, self-adapting, learning ability and dealing with nonlinear engineering problem is widely applied in rock and soil engineering fields.
Thus, the optimization blasting parameters with BP network design can be used to excavate in the coming anchoring rock beam in the main factory and similar engineering, which is completely possible for reducing in-site blasting experiment in blasting engineering.

The Combined Guiding Hole Technology of Large Diameter DTH Hammer and Long Screw-pile Driver Qi Xia Liu1,2,a, Liang Fan1,2,b 1School of Civil Engineering and Architecture, Wuhan University of Technology Hubei Wuhan China, 2Civil Engineering and Architecture College, Henan University of Technology Henan Zhengzhou China aliuqixia65@163.com, bfliangxx@126.com Keywords: DTH Hammer; Long spiral; Compound drilling tool; Technology of guiding hole Abstract.
At present, DTH hammer drilling has been widely used in geotechnical engineering investigation, geotechnical engineering, geological exploration, hydrology, wells, etc.
Precast piles embedded engineering methods.
Exploration Engineering(Rock & Soil Drilling and Tunneling).2012.1.
Exploration Engineering(Rock & Soil Drilling and Tunneling).2010.5.

Influence of Ground Motion Spectral Shape on Nonlinear Responses of a 3-Storey RC Frame HAN Jian-ping1, 2, a, LUO Yi2, b 1Key Laboratory of Disaster Prevention and Mitigation in Civil Engineering of Gansu Province, Lanzhou University of Technology, Lanzhou, Gansu 730050, China 2Institute of Earthquake Protection and Disaster Mitigation, Lanzhou University of Technology, Lanzhou, Gansu 730050, China ajphan@lut.cn, bluoyisky007@163.com Keywords: ground motion; spectral shape; nonlinear dynamic analysis; incremental dynamic analysis; RC frame Abstract.
Li: Engineering Mechanics Vol. 28, 10 (2011), p. 185-196 [5] J.
Hall: ASCE Journal of Structural Engineering Vol. 110, 7 (1984), p. 1533-1548 [6] R.
Cornell: Journal of Earthquake Engineering Vol. 12, 4 (2008), p. 534-554 [10] J.
Zareian, in: 2008 Structural Engineers Association of California Convention Proceedings Kona, HI (2008)

Subgrade Engineering, 2008,(6):144～145
Subgrade Engineering, 2008,(3):148～149
Railway Engineering, 2009,(7):19～23
Subgrade Engineering, 2008,(3):130～132
Highway Engineering, 2010,35(2):74～80

Candidate at Civil Engineering Department, University of Mosul, Mosul, Iraq. 2Civil Engineering Department, University of Mosul, Mosul, Iraq 3Civil Engineering Department, University of Baghdad, Baghdad, Iraq aahmed.najm@dpu.edu.krd, bdr_salah53@yahoo.com, cmahmoud_baghdad@yahoo.com Keywords: Gypseous soil, artificial neural network, collapse potential, reliability analysis, uncertainty, Monte Carlo Simulation, probability of failure Abstract.
Journal of Engineering Science and Technology, 15, (2020) 1236-1256
Wang, Reliability Analysis in Engineering Applications, Van Nostrand Reinhold, New York, (1992)
[12] U.S Army Corps of Engineers.
Engineering and Design: Introduction to Probability and Reliability Methods for Use in Geotechnical Engineering, Washington DC, (1997)