UNDRAINED BEARING CAPACITY OF EMBEDDED STRIP FOOTINGS UNDER VERTICAL AND HORIZONTAL LOADS
Résumé
This paper is concerned with the undrained bearing capacity of embedded strip footing under inclined loading (i.e. combined
vertical and horizontal). A series of numerical computations using the finite-difference code Fast Lagrangian Analysis of
Continua (FLAC) was carried out to evaluate the failure envelopes in vertical force – horizontal force (V-H) plane, using both
probe and swipe analyses. The adopted approach involves a numerical solution of the equations governing elasto-plastic soils.
The soil is modeled by an elasto-plastic model with a Tresca criterion. The results are presented in terms of the failure
envelope in vertical and horizontal loading plane.
Références
[1] Terzaghi, K. Theoretical soil mechanics. New York:
Wiley, 1943.
[2] Meyerhof, G.G. Some recent research on the bearing
capacity of foundations. Can Geotech J 1963; 1, 16–26.
[3] Vesić A.S. Bearing capacity of shallow foundations.
In: Winterkorn HF, Fang HY, editors. Foundation
engineering handbook. Van Nostrand Reinhold, 1975.
[4] Hansen J. B. A general formula for bearing capacity.
Dan Geotech Inst 1961; 11, 38–46.
[5] Sokolovskii, V.V. Statics of soil media (translated
from the 1942 Russian edition). London: Butterworths,
1960.
[6] Shield, R.T. Stress and velocity fields in soil
mechanics. Journal of Mathematical Physics 1954; 33(2),
144–156.
[7] Chen, W.-F. Limit analysis and soil plasticity.
Elsevier, Amsterdam, 1975.
[8] Michalowski, R.L., and Shi, L. Bearing capacity of
footings over two-layer foundation soils. Journal of
Geotechnical Engineering 1995; 121(5), 421–428.
[9] Frydman, S. & Burd, H.J. Numerical studies of
bearing capacity factor Nγ. J. Geotech. Geoenviron. Engng
ASCE 1997; 123 (1), 20–29.
[10] [Mabrouki, A., Benmeddour, D., Frank, R., Mellas, M.
Numerical study of the bearing capacity for two interfering
strip footings on sands. Computers and Geotechnics 2010;
37, (4), 431–439.
[11] Prandtl L. Uber die Harte Plastischer Korper. Nachr.
Ges. Wiss. Goettingen Math. Phys 1920; Kl.,74–85.
[12] Green, A. P. The plastic yielding of metal junctions
due to combined shear and pressure. J Mech. Phys. Solids
1954; 2 (3), 197–211.
[13] [Skempton, A. W. The bearing capacity of clays. Proc.
Building Research Cong. London, 1951; 1, 180–189.
[14] Meyerhof, G.G. The bearing capacity of foundations
under eccentric and inclined loads. Proc 3rd Int. Conf. Soil
Mech. Found. Engng, Zurich, 1953; 1 , 440–445.
[15] Hansen J. B. A revised and extended formula for
bearing capacity. Danish Geotech Inst Bull. 1970; 28, 5–11.
[16] Houlsby, G. T., and Martin, C. M. (2003). Undrained
bearing capacity factors for conical footings on clay.
Géotechnique 2003; 53 (5), 513–520
[17] Salgado, R., Lyamin, A.V., Sloan, S.W., Yu, H.S.
Two- and three-dimensional bearing capacity of
foundations in clay. Géotechnique 2004; 54(5), 297–306.
[18] Edwards, D.H., Zdravkovic, L., Potts, D.M. Depth
factors for undrained bearing capacity. Géotechnique 2005;
55 (10), 755–758.
[19] Gourvenec, S. Effect of embedment on the undrained
capacity of shallow foundations under general loading.
Géotechnique 2008; 58(3), 177–185.
[20] Gourvenec, S.M. Barnett, S. Undrained failure
envelope for skirted foundations under general loading.
Géotechnique 2011; 61 (3), 263–270.
[21] Bransby, M.F., Randolph, M.F. Combined loading of
skirted foundations. Géotechnique 1998 48 (5), 637–655.
[22] FLAC – Fast Lagrangian Analysis of Continua,
version 5.0. ITASCA Consulting Group, Inc., Minneapolis;
2005.
[23] Tan, F.S.C. Centrifuge and theoretical modelling of
conical footings on sand. PhD thesis, University of
Cambridge, 1990.
[24] Bransby, M.F., Randolph, M. F. (1999). The effect of
embedment depth on the undrained response of skirted
foundations to combined loading. Soils Found 1999; 39(4),
19 –33.
Wiley, 1943.
[2] Meyerhof, G.G. Some recent research on the bearing
capacity of foundations. Can Geotech J 1963; 1, 16–26.
[3] Vesić A.S. Bearing capacity of shallow foundations.
In: Winterkorn HF, Fang HY, editors. Foundation
engineering handbook. Van Nostrand Reinhold, 1975.
[4] Hansen J. B. A general formula for bearing capacity.
Dan Geotech Inst 1961; 11, 38–46.
[5] Sokolovskii, V.V. Statics of soil media (translated
from the 1942 Russian edition). London: Butterworths,
1960.
[6] Shield, R.T. Stress and velocity fields in soil
mechanics. Journal of Mathematical Physics 1954; 33(2),
144–156.
[7] Chen, W.-F. Limit analysis and soil plasticity.
Elsevier, Amsterdam, 1975.
[8] Michalowski, R.L., and Shi, L. Bearing capacity of
footings over two-layer foundation soils. Journal of
Geotechnical Engineering 1995; 121(5), 421–428.
[9] Frydman, S. & Burd, H.J. Numerical studies of
bearing capacity factor Nγ. J. Geotech. Geoenviron. Engng
ASCE 1997; 123 (1), 20–29.
[10] [Mabrouki, A., Benmeddour, D., Frank, R., Mellas, M.
Numerical study of the bearing capacity for two interfering
strip footings on sands. Computers and Geotechnics 2010;
37, (4), 431–439.
[11] Prandtl L. Uber die Harte Plastischer Korper. Nachr.
Ges. Wiss. Goettingen Math. Phys 1920; Kl.,74–85.
[12] Green, A. P. The plastic yielding of metal junctions
due to combined shear and pressure. J Mech. Phys. Solids
1954; 2 (3), 197–211.
[13] [Skempton, A. W. The bearing capacity of clays. Proc.
Building Research Cong. London, 1951; 1, 180–189.
[14] Meyerhof, G.G. The bearing capacity of foundations
under eccentric and inclined loads. Proc 3rd Int. Conf. Soil
Mech. Found. Engng, Zurich, 1953; 1 , 440–445.
[15] Hansen J. B. A revised and extended formula for
bearing capacity. Danish Geotech Inst Bull. 1970; 28, 5–11.
[16] Houlsby, G. T., and Martin, C. M. (2003). Undrained
bearing capacity factors for conical footings on clay.
Géotechnique 2003; 53 (5), 513–520
[17] Salgado, R., Lyamin, A.V., Sloan, S.W., Yu, H.S.
Two- and three-dimensional bearing capacity of
foundations in clay. Géotechnique 2004; 54(5), 297–306.
[18] Edwards, D.H., Zdravkovic, L., Potts, D.M. Depth
factors for undrained bearing capacity. Géotechnique 2005;
55 (10), 755–758.
[19] Gourvenec, S. Effect of embedment on the undrained
capacity of shallow foundations under general loading.
Géotechnique 2008; 58(3), 177–185.
[20] Gourvenec, S.M. Barnett, S. Undrained failure
envelope for skirted foundations under general loading.
Géotechnique 2011; 61 (3), 263–270.
[21] Bransby, M.F., Randolph, M.F. Combined loading of
skirted foundations. Géotechnique 1998 48 (5), 637–655.
[22] FLAC – Fast Lagrangian Analysis of Continua,
version 5.0. ITASCA Consulting Group, Inc., Minneapolis;
2005.
[23] Tan, F.S.C. Centrifuge and theoretical modelling of
conical footings on sand. PhD thesis, University of
Cambridge, 1990.
[24] Bransby, M.F., Randolph, M. F. (1999). The effect of
embedment depth on the undrained response of skirted
foundations to combined loading. Soils Found 1999; 39(4),
19 –33.
Comment citer
BENMEDDOUR, D.; YAHIA-CHERIF, H.; MELLAS, M..
UNDRAINED BEARING CAPACITY OF EMBEDDED STRIP FOOTINGS UNDER VERTICAL AND HORIZONTAL LOADS.
Courrier du Savoir, [S.l.], v. 18, juin 2014.
ISSN 1112-3338.
Disponible à l'adresse : >https://revues.univ-biskra.dz/index.php/cds/article/view/642>. Date de consultation : 24 avr. 2024
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