Calculating by Kinematic Approach the Limit Load for a Group of Pile


(*) Corresponding author


Authors' affiliations


DOI's assignment:
the author of the article can submit here a request for assignment of a DOI number to this resource!
Cost of the service: euros 10,00 (for a DOI)

Abstract


The phenomenon of soil structure interaction influences the behaviour of pile groups loaded vertically. This article concerns the determination of the bearing capacity for group of pile by concediring the effect of enclosing the soil between piles entangle. The theoretical tool used is the theorem cinematic theory analysis limit, in the case of a material Coulomb, developing a model in two dimensions and determined the limit load for the group of pile using the computer code mathcad. The results obtained by this method approached  the results obtained by DTU.13-2 that we can conclude that this theory can be applied to calculations of the limit load for a group of pile.
Copyright © 2017 Praise Worthy Prize - All rights reserved.

Keywords


Soil-Structure Interaction; Vertical Loading; Limit Load; Kinematics Approach; Group of Piles

Full Text:

PDF


References


Terzagui K., Peck R. B., Soil mechanics in Engineering pratice, John Wiley and Sons.

Caquot A., Kérisel J., (1949), Treaty of soil mechanics, Gauthier-Villars, Paris (French).

Meyerhof G. G., (1953), Bearing capacité and settlement of pile foundation, Journal of géotechnical engeneering division vol 102, n°GT3.

Philipponat, (1979), Foundation and earthen structures, Eyrolles, Paris.

Léonard, 1967, Les fondations, Dunod.

Zakerzadeh N., Fredlund D. G., Pufahl D. E., (1999), Interslice force functions of computing active and passive carth force Can.Geotch. J, Ottawa, 36(6) 1015-1029.
http://dx.doi.org/10.1139/cgj-36-6-1015

Kérisel F., Adam, (1962), Deep foundations annals of ITBTP.

Sokolovski V. V., (1960), Static of granular media, Butterworck’s London.

Lysmer J., (1970), Limit analysis of plane problems in soil mechanics, J. Soil Mech and Found. Div, ASCE.

Lee I. K., Herington J. R., (1972), A theoretical study of the pressures acting on a rigid wall by a sloping earth on rock fill, Géotechnique, London, 22(1), 1-26.
http://dx.doi.org/10.1680/geot.1972.22.1.1

Meksaouine Mr., Kastner R., Bourdeau Y., (1992), Experimental and theoretical Approach of the three-Dimensional active earth pressure, Conference Structure and Mechanical Behavior of Géomatériaux, Nancy, France.

Boukatem G., (2003), Etude cinématique en calcul a la rupture des fondations superficielles et profondes, Thèse de Magister, University Mentouri, Constantine, Algeria.

Soubra A.-H., Macuh B., (2002), Active and passive earth pressure coefficients by a kinematical approach, Geotechnical Engineering, The Institution of Civil Engineers, Vol. 155, N° 2, 119-131.
http://dx.doi.org/10.1680/geng.155.2.119.1755

Hill R., (1950), The mathematical theory of plasticity, Oxford: Clarendon Press, 356 pp.

Davis E. H., Gunn M. J., Mair R. J., Seniviratne H. N., (1980), The stability of shallow tunnels and underground openings in cohesive material, Geotechnique, vol.30, n°4, pp.397-419.
http://dx.doi.org/10.1680/geot.1980.30.4.397

Muelhaus H., (1985) Lower bound solutions for circutar tunnels in two or three dimensions, Rock.Mech.et Rock Engng 18, pp37-52).

Chen W. F., (2000), Plasticity, limit analysis and structural design, International Journal of solid structures .

Collins I. F., (1973), A note on the interpretation of Coulomb’s analysis of the thrust on a rough retaining wall in terms of the limit theorems of plasticity theory, Géotechnique, London, 24(1), 106.
http://dx.doi.org/10.1680/geot.1974.24.1.106

Mroz Z., Drescher A., (1969) Limit plasticity approach to some cases of flow of bulk solids, J Engrg, Ind.

Drescher A., Detournay E., (1993), Limit load in translational failure mechanisms for associative and non associative materials Géotechnique, London, 43(3).
http://dx.doi.org/10.1680/geot.1993.43.3.443

Michalowski R. L., (1999), Closure on Stability of uniformly reinforced slopes, J. Geotech and Geoenvir,Engrg, ASCE, 125(1), 81-86.
http://dx.doi.org/10.1061/(asce)1090-0241(1999)125:1(84)


Refbacks

  • There are currently no refbacks.


Please send any question about this web site to info@praiseworthyprize.com
Copyright © 2005-2024 Praise Worthy Prize