Engineering Approach of Seismic Analysis of Piling Quay Walls Subject to Redistribution of Lateral Earth Pressure

Abstract:

Proposed an engineering method for calculating the fine quay walls of the seismic action. At the initial stage is the stress-strain state of the walls of the static load taking into account the redistribution of lateral earth pressure. In the presence of an earthquake is determined by seismic lateral earth pressure on the wall from the effects of inertia forces, added mass of water pressure and dynamic load from various forms of oscillations of the wall. Seismic load fluctuations wall defined by dynamic spectral method as a result of decomposition of seismic vibrations in a series of major modes of vibration. The results of the proposed calculation realized in the program «SCAD», and have been compared with «Plaxis - 2D» results.

• Periodical: Applied Mechanics and Materials (Volume 617)
• Pages: 70-75
• DOI: https://doi.org/10.4028/www.scientific.net/AMM.617.70
• Online since: August 2014
• Authors: Vladimir Zhdamirov, Vladimir Korovkin*
• Keywords: Anchored Sheet Pile Wall, Factor of Seismicity, Generalized Dynamic Factor, Lateral Earth Pressure, Seismic Lateral Earth Pressure, Soil mechanics

References

[1] P.L. Ivanov, Primers and base waterworks, Graduate School, Moscow, 1985, p.352.

[2] P.P. Kulmach, V.Z. Filippenok, N.G. Zaritovskiy, Marine waterworks. Part II, Berthing, Offshore structures and bank protection, LVVISU, St. Petersburg, 1991, p.391.

[3] E.A. Ascension, Dynamic instability of soils. Moscow, Editorial URSS, 1999, рр. 263.

[4] P.I. Yakovlev, Application of the theory of limit states of stress and determination of the coefficient of lateral pressure for flat walls under seismic conditions, in the book: Foundations, published, submitted to journal of Budevilnik, 9, Kiev, 1976, pр. 93-98.

[5] K. Ishihara, Soil behavior during earthquakes. Translated from English, ed. Fadaeva AB, MB Lisyuk, St. Petersburg. NGO Georeconstruction–Fundamentproject, 2006, p.384.

[6] M. Papadrakakis, M. Fragiadakis, N. Lagaros (Ed. ), Engineering seismology, geotechnical and structural earthquake, 2011, p.585.

[7] R. Paz, International handbook of earthquake and engineering seismology. International handbook of earthquake engineering: codes, programs, and examples. New York, (1994).

[8] M. Garevski, Earthquake engineering in Europe. Atilla Ansal, (2010).

[9] Wai-Fah Chen, Chen, Chen, Handbook earthquake engineering, CRC Press, (2002).

[10] Construction in seismic regions. SP 14. 13330. 2011. Updated edition SNIP II- 7-81, National Standard, Moscow, (2011).

[11] Manual accounting seismic effects in the design of marine hydraulic structures such as revetment. RD 31. 3. 06-2000, MTRF, Moscow, (2001).

[12] V.S. Korovkin, Engineering kinematic theory of the contact pressure of the soil and its application to the static calculation of thin quay walls: submitted to journal of Engineering and Construction Journal, 6 (2013) 39-49.

DOI: 10.5862/mce.41.5

[13] Plaxis B.V. P.O., Box 572, 2600 A N Delft, Netherland, (2002).

[14] A.N. Badanin, A.K. Bougrov, A.V. Krotov, Justification of the first critical load grainy medium sandy base: submitted to Journal of Engineering Construction magazine, 9 (2012).

[15] V.Y. Gusch, V.S. Korovkin, Using engineering theory ground contact pressure applied to seismic lateral pressure. Proceedings of the scientific - practical conference with international participation ICF. Part 1. Published of Polytechnic University, St. Petersburg, 2012, pp.44-46.

[16] M.V. Kolomine, V.S. Korovkin, A practical way to determine the lateral pressure from the earthquake epicenter, depending on. Proceedings of the conference ICF, Part 1, Polytechnic University, St. Petersburg, 2012, pp.55-56.

[17] V.S. Karpilovsky, etc., Computer complex SCAD. Publishing House of the DIA, Moscow, 2004, p.592.

[18] N.S. Tovstukha, V.S. Korovkin, Dynamic calculation of the sheet pile wall on program SCAD, Proceedings of the conference ICF, Part 1, Polytechnic University, St. Petersburg, 2012, pp.68-69.

[19] M.P. Fedorov, etc., Information and computer technology in construction, Application SCAD program for solving dynamics, Polytechnic University, St. Petersburg 2009, p.230.

[20] B.V. Plaxis, Plaxis 2D Dynamic. P.O. Box 572, 2600 AN Delft, Netherlands, (2012).