Numerical simulation of urban berthing quays in a dense housing
DOI:
https://doi.org/10.17770/etr2015vol2.236Keywords:
coefficients of subgrade resistance, lateral earth pressure, pressure in the conventional siloAbstract
Calculation of pile quay gantry type as a frame with rigid crossbarand a rigid beam, is a special case of the decision method, presented by N. Gersevanov. This method was widely used in the technical literature and regulatory documents. Translation of manual calculation on the computer almost retained the existing design scheme.
Practical implementation of the engineering universal method offered early to calculation of mooring embankments in relation to a thin wall, is given by anchored inclined piles. In the calculation scheme bottom sealing is not used, and entered stiffness characteristics of the soil, clarifying the nature of the work structure.
The obtained simplified solution determines the lateral pressure in the silo variable width. Engineering calculations showed that pressure is redistributed on the sheet pilling wall and the inclined piles from external soil pressure.
Comparative calculations, taking into account the deformation characteristics of the soil showed a significant impact on efforts in the elements of the embankment compared to method N. Gersevanov.
Downloads
References
G.N. Smirnov, V.V. Aristarkhov, S.N. Levichev, A.G. Sidorov, E.A. Korchaginю. Ports and port facilities. Ed. DIA, Moscow, 2003, 463 p.
P.I. Yakovlev, A.P Tyurin, Y.A. Portucel. Port hydraulic structures. Ed. Transport, Moscow, 1990, 320 p.
P.P. Kulmach, V.Р. Filippenok, N.G. Zaritovskiy. Marine hydraulic structures. Ch. II, Mooring, offshore and shore protection structures. LVVISU, Leningrad, 1991, 391 p.
Design of the mooring quays, CH-RF 54.1-85, MRF RSFSR, Moscow, 1991, 247 p.
Instruction on designing marine berthing and shore protection structures. RD 31.31.55.93 RD 31.31.55.93, MMF, Moscow,1996.
PLAXIS. Plaxis v. 8.2 , Finite Element Code for soil and rock analyses. Netherlands, 2002.
Program GEO5 for design and analysis of retaining аrmagrandi and gravitational structures Certificate of conformity No ROSS CZ.SP.N, Moscow, 2012.
Program Cluster, version 1, Engineering and consulting centre for Foundation. Moscow. to the hydraulic port facilities. Advanced Materials Research, Vols. 945-949, 2005, pp. 541-548.
V.S. Korovkin. Universal method of calculating berthing quays The first scientific-practical conference Sea and river ports of Russia, Moscow, 2002, 103-105 pp.
T. Dang, V. Korovkin. Engineering kinematic theory of ground contact pressure in the annex to the hydraulic port facilities. Advanced Materials Research, Vols. 945-949, 2014, pp. 541-548.
, A. Melentev, V. Korovkin. Calculation of Retaining Walls with Anchoring at Different Levels Applied Mechanics and Materials, 725-726, 2015, pp. 185-189.
V.V. Znamensky. Engineering calculation method for horizontally loaded group of piles. Ed. DIA, Moscow, 2000, 128 p.
A.Y. Budin. City and harbour quays Ed. Polytechnic, St. Petersburg, 2014, 418 p.
CUR-publication 166. Damwand constructies | ISBN 90 376 063 8 | CUR, Gouda, the Netherlands, 4th issue, 2005.
Grabe J. Sheet Piling Handbook Design. Thyssen Krupp GfT, Bautechnik GmbH HSP HOESCH. Spundwand and Profil GmbH, Hamburg, 2008.
Design Manua. l. Steel Sheet Piling United States, Steel Updated and reprinted by U. S. Department of Transportation. FHWA with permission, 1984.
A Handbook of Quay Walls. CUR Centre for Civil Engineering Research, Havenbedrijf Rotterdam NV, Gemeentewerken Rotterdam. Published by Taylor & Francis, the Netherlands ISBN: 978-0-415-36439-3, 2005.
Guidelines for the design of the mooring quays, Part VI, Embankment reinforced concrete pile with inclined ankerwyke piles, AK 2070, Lengiprorechtrans, Leningrad, 1970, 32 p.
V.S. Korovkin. Calculation exploited berthing facilities with regard to reologicheskih properties of the base and the harsh climatic conditions of the continental shelf. Sankt-Peterburg, 2013, 88 p.
H. Bufler, H. Lieb, G. Meier. Frictionless contact between an elastic stamp and elastic foundation, Ing. Arch. Bd. 52, No.1/2, 1982.
Y.K. Cheung, Zienkiewicz O.C. Plate and tank on elastic foundation. An application of finite element method. Intern. J, Solid struct, vol. 1, No. 4, 1965.
C.S. Desai, J.T. Christian. Numerical methods in geotechnical engineering Mc Graw-Hill Inc, 1977.
V.S. Korovkin. Engineering kinematic theory the contact pressure of the soil in the application to the calculation of certain types of foundations. Magazine of civil Engineering, No. 6, 2013.
V.S. Korovkin. Load-bearing capacity of pile foundations berthing quays St. Petersburg river port Collection of papers, dedicated to the 300th anniversary of St. Petersburg. St. Petersburg, 2003, 170 -175 pp.
