R. H. Al-douri, T. S. Hull, and H. G. Et-poulos, Preparation and measurement of uniform sand beds in the laboratory, 1990.

A. Douri and R. H. , Behaviour of single piles and pile groups in calcareous sediments, 1992.

R. H. Al-douri, T. S. Hull, and H. G. Poulos, Influence of test chamber boundary conditions on sand bed response, Geotechnical Testing Journal, pp.550-562, 1993.

R. H. Al-douri and H. G. Poulos, Interaction between jacked piles in calcareous sediments, Comptes rendus de treizième Congrès International de Mécanique des sols et des travaux de Fondations, pp.1669-1672, 1994.

R. H. Al-douri and H. G. Poulos, Cyclic Behaviour of Pile Groups in Calcareous Sediments., SOILS AND FOUNDATIONS, vol.34, issue.2, pp.49-59, 1994.
DOI : 10.3208/sandf1972.34.2_49

R. H. Al-douri and H. G. Poulos, Predicted and Observed Cyclic Performance of Piles in Calcareous Sand, Journal of Geotechnical Engineering, vol.121, issue.1, pp.1-1, 1995.
DOI : 10.1061/(ASCE)0733-9410(1995)121:1(1)

S. Amar, Les micropieux Rapport interne, division mécanique des sols et géologie de l'ingénieur, 1993.

. Argema, Capacité portante des pieux. Guides pratiques sur les ouvrages en mer, 1988.

L. Balachowski, Différents aspects de la modélisation physique du comportement des pieux : Chambre d'Etalonnage et Centrifugeuse, Thèse de doctorat de l'Institut National Polytechnique de Grenoble, 1995.

R. G. Bea, Pile Capacity For Axial Cyclic Loading, Journal of Geotechnical Engineering, vol.118, issue.1, 1992.

K. Been, J. H. Crooks, D. E. Becker, and M. G. Jefferies, The cone penetration test in sands: part I, state parameter interpretation, G??otechnique, vol.36, issue.2, pp.239-249, 1986.
DOI : 10.1680/geot.1986.36.2.239

K. Been and M. G. Jefferies, A state parameter for sands, G??otechnique, vol.35, issue.2, pp.99-112, 1985.
DOI : 10.1680/geot.1985.35.2.99

N. Benahmed, Comportement mécanique d'un sable sous cisaillement monotone et cyclique : application aux phénomènes de liquéfaction et de mobilité cyclique, Thèse de Doctorat obtenue au Centre d'Enseignement et de Recherche en Mécanique des Sols à l'école nationale des ponts et Chaussées, p.367, 2001.

M. Boulon, J. Desrues, P. Foray, and M. Forgue, Numerical model for foundation under cyclic loading. Application to piles, Proceedings of the International Symposium on Soils under Cyclic and Transient Loading, pp.681-694, 1980.

M. Boulon, C. Plytas, and P. Foray, Comportement d'interface et prévision du frottement latéral le long des pieux et tirants d'ancrage, pp.31-48, 1986.

M. Boulon, Le rôle des interfaces sol-structure dans le calcul des ouvrages. Séminaire européen « De la Géologie au calcul des ouvrages : Reconnaissance des propriétés mécaniques des terrains, 1995.

T. L. Brandon and G. W. Clough, Methods of sample fabrication in the virginia tech calibration chamber, Proceedings of the first international symposium on calibration chamber testing, pp.119-133, 1991.

J. L. Briaud, L. M. Tucker, and . Ng, Axially loaded 5 pile group and a single pile in sand, Comptes-rendus du douzième Congrès International de Mécanique des Sols et des travaux de Fondations, pp.1121-1124, 1989.

D. A. Bruce and I. Juran, Drilled and grouted micropiles : State of practice review, Volume I to IV, 1997.

M. Bustamante and L. Gianeselli, Le dimensionnement des fondations profondes; l'expérience des Ponts et Chaussées, pp.13-21, 1987.

J. Canou, Contribution à l'étude et à l'évaluation des propriétés de liquéfaction des sables, 1989.

A. Chambers, The seismic response of drilled shaft foundations, 1999.

A. Chambers, M. Mcmanus, J. Yang, and J. B. Berrill, The dynamic behaviour of drilled shaft micropiles, 1999.

S. Chan and T. H. Hanna, Repeated Loading On Single Piles In Sand, Journal of The Geotechnical Engineering Division, Proceedings of the American Society of Civil Engineers, vol.106, 1980.

J. T. Chin and H. G. Poulos, Test on model jacked piles in calcareous sand, Geotechnical Testing Journal, vol.19, issue.2, pp.164-180, 1996.

F. Chow, Investigations into the behaviour of displacement piles for offshore foundations, Ph.D. Imperial College of Science, 1996.

F. Chow, Field measurements of stress interactions between displacement piles in sand, Ground Engineering, pp.36-40, 1995.

Y. K. Chow and C. I. Teh, A theoretical study of pile heave, G??otechnique, vol.40, issue.1, pp.1-14, 1990.
DOI : 10.1680/geot.1990.40.1.1

O. Combarieu, Amélioration des sols par inclusions rigides verticales. Application à l'édification de remblais sur sols médiocres. Revue Française de Géotechnique, pp.44-57, 1988.

S. J. Cowburn, An experimental investigation of cyclically, axially loaded piles in sand, 1993.

D. Beer and E. , Different behaviour of bored and driven piles. Deep foundations on bored and auger piles, pp.47-82, 1988.

D. Gennaro and V. , Etude du comportement mécanique des interfaces sol-structure, 1999.

D. Nicola, A. Randolph, and M. F. , Tensile and Compressive Shaft Capacity of Piles in Sand, Journal of Geotechnical Engineering, vol.119, issue.12, 1993.
DOI : 10.1061/(ASCE)0733-9410(1993)119:12(1952)

C. S. Desai, E. C. Drumm, and M. M. Zaman, Cyclic Testing and Modeling of Interfaces, Journal of Geotechnical Engineering, vol.111, issue.6, pp.793-815, 1985.
DOI : 10.1061/(ASCE)0733-9410(1985)111:6(793)

V. A. Diyaljee, R. , and G. P. , Repetitive Load Deformation Of Cohesionless Soil, Journal Of The Geotechnical Engineering Division, vol.108, 1982.

T. Dubreucq, J. Garnier, and C. Favraud, Effet de groupe de micropieux sous charge axiale. Rapport du projet national de recherche FOREVER, N° : FO/94, pp.6-22, 1995.

J. C. Dupla, Application de la sollicitation d'expansion de cavité cylindrique à l'évaluation des caractéristiques de liquéfaction des sables, Thèse de Doctorat obtenue au Centre d'Enseignement et de Recherche en Mécanique des Sols à l'école nationale des ponts et Chaussées, 1995.

E. Naggar, M. H. , and J. Qi-wie, Cyclic Response of Axially Loaded Tapered Model Piles, Geotechnical Testing Journal, GTJODJ, vol.23, issue.1, pp.100-115, 2000.

E. Naggar, M. H. Wei, and J. Q. , Uplift behaviour of tapered piles established from model tests, Canadian Geotechnical Journal, vol.37, issue.1, pp.56-74, 1999.
DOI : 10.1139/t99-090

M. Eissautier, Frottement latéral des pieux en milieu pulvérulent, Thèse de doctorat, p.369, 1986.

. P. Foray, J. M. Genevois, S. Labanieh, and A. Goulois, Effet de la mise en place sur la capacité portante des pieux dans les sables, Compte-rendu du douzième Congrès International de Mécanique des sols et des travaux de Fondations. Rio de Janeiro, pp.913-914, 1989.

P. Foray, Scale and boundary effects on calibration chamber pile tests, Proceedings of the First International Symposium on Calibration Chamber Testing/ISOCCT1, pp.147-160, 1991.

P. Foray, . Maire, and A. Poset, Essais de micropieux isolés en chambre d'étalonnage. Rapport du projet national de recherche FOREVER, 1994.

P. Foray, . Balachowski, and J. Colliat, Bearing capacity of model piles driven into dense overconsolidated sands, Canadian Geotechnical Journal, vol.35, issue.2, pp.374-385, 1998.
DOI : 10.1139/t97-082

R. Francis, J. Canou, J. C. Dupla, and A. Et-le-kouby, Essais de chargement de micropieux modèles instrumentés en chambre d'étalonnage : mise en évidence des effets de groupe, p.4, 1997.

R. Francis, Etude du comportement mécanique de micropieux modèles en chambre d'étalonnage. Application aux effets de groupe, Thèse de Doctorat obtenue au Centre d'Enseignement et de Recherche en Mécanique des Sols à l'école nationale des ponts et Chaussées, 1997.

R. Francis, J. Canou, J. C. Dupla, and A. Et-le-kouby, Comportement de micropieux modèles en chambre d'étalonnage sous chargement vertical monotones et cyclique : application aux effets de groupe, p.9706, 1999.

R. Francis, L. Kouby, A. Canou, J. Et-dupla, and J. C. , Comportement de pieux modèles soumis à des chargements cycliques, Comptes rendus du 15 ème Congrés International de Mécanique des Sols, pp.898-900, 2001.

R. Frank, Etude théorique du comportement des pieux sous charge verticale, 1975.

R. Frank and S. R. Zhao, Estimation par les paramètres pressiométriques de l'enfoncement sous charge axiale de pieux forés dans les sols fins, pp.119-136, 1982.

R. Frank, Fondations profondes Techniques de l'ingénieur, 2001.

Y. S. Golait and R. K. Katti, Some aspects of behaviour of piles in calcareous soil media under off-shore loading conditions. Engineering For Calcareous Sediments, pp.199-207, 1988.

A. Guilloux, Estimation du frottement latéral sol-inclusion dans le clouage des sols, Comptes Rendus du Colloque International sur le Renforcement en place des Sols et des Roches, pp.65-70, 1984.

G. Guilloux, F. Schlosser, and N. T. Long, Etude du frottement sable-armature en laboratoire, Comptes Rendus du Colloque International sur le Renforcement des sols, pp.35-40, 1979.

E. Haza, J. Garnier, C. Favraud, and N. Et-thétiot, Etude expérimentale de la portance de réseaux de micropieux en modèles réduits centrifugés ? Deuxième série d'essais, 2001.

E. Haza, J. Garnier, C. Favraud, and N. Et-thétiot, Etude expérimentale de la portance de réseaux de micropieux en modèles réduits centrifugés ? Troisième série d'essais, pp.98-99, 2002.

F. T. Herbst, The Gewi ? Pile. A micropile for retrofitting, seismic upgrading and difficult installation, Proceedings of the International Conference on Design and Construction of Deep Foundations, pp.913-930, 1994.

H. Hirayama, Load-settlement analysis for bored piles using hyperbolic transfer functions., SOILS AND FOUNDATIONS, vol.30, issue.1, pp.55-64, 1990.
DOI : 10.3208/sandf1972.30.55

H. Hirayama, Closure of the discussions on the paper « Load settlement analysis for bored piles using hyperbolic transfer function, Soils and Foundations, vol.31, issue.3, pp.144-146, 1991.

N. F. Ismael, Axial Load Tests on Bored Piles and Pile Groups in Cemented Sands, Journal of Geotechnical and Geoenvironmental Engineering, vol.127, issue.9, pp.766-773, 2001.
DOI : 10.1061/(ASCE)1090-0241(2001)127:9(766)

R. J. Jardine, Review of Offshore pile design for cyclic loading : North sea clays, 1994.

R. J. Jardine and F. C. Chow, New design methods for offshore piles. The Marine Technology Directorate Ltd, 1996.

R. J. Jardine, J. R. Standing, F. M. Jardine, A. J. Bond, and E. Parker, A competition to assess the reliability of pile prediction methods, Proceedings of the fifteenth international conference on soil mechanics and geotechnical engineering, pp.911-914, 2001.

F. Karlsrud and T. Haugen, Behaviour of Piles in Clay under Cyclic Axial Loading- Results of Field Model Tests, publication N° 166, 1986.

K. Karlsrud, F. Nadim, and T. Haugen, Piles in Clay under Cyclic Axial Loading Field Tests and Computational Modelling, publication N° 169, 1987.

K. Karlsrud, B. Kalnes, and F. Nowacki, Response of piles in soft clays and silt deposits to static and cyclic axial loading based on recent instrumented pile load tests Advances in Underwater 371, Proceedings, Offshore Site Investigation and Foundation Behaviour, 1992.

R. Katzenbach, U. Arslan, and J. Holzhäuser, Group-efficiency of a large pile group in rock, Proceedings of the conference on Deep Foundations on Bored and Auger Piles, pp.223-229, 1998.

&. A. Kérisel, Fondations profondes. Annales de l'Institut Technique du Bâtiment et des Travaux Publics, série SF, p.39, 1962.

C. Y. Lee and H. G. Poulos, Experimental investigations of axial capacity of model grouted piles in marine calcareous sediments, 1990.

C. Y. Lee and H. G. Poulos, Axial response analysis of piles in vertically and horizontally non-homogeneous soils, Computers and Geotechnics, vol.9, issue.3, 1991.
DOI : 10.1016/0266-352X(90)90010-S

C. Y. Lee and H. G. Poulos, Tests on Model Instrumented Grouted Piles in Offshore Calcareous Soil, Journal of Geotechnical Engineering, vol.117, issue.11, 1991.
DOI : 10.1061/(ASCE)0733-9410(1991)117:11(1738)

C. Y. Lee and H. G. Poulos, Behaviour of Offshore Piles Subjected to Storm Loading, 1991.

C. Y. Lee, Cyclic Response of Axially Loaded Pile Groups, Journal of Geotechnical Engineering, vol.119, issue.9, 1993.
DOI : 10.1061/(ASCE)0733-9410(1993)119:9(1399)

J. H. Lee and R. Salgado, Determination of Pile Base Resistance in Sands, Journal of Geotechnical and Geoenvironmental Engineering, vol.125, issue.8, pp.673-683, 1999.
DOI : 10.1061/(ASCE)1090-0241(1999)125:8(673)

B. M. Lehane, Experimental investigations of displacement pile behaviour using instrumented field piles, Imperial College of Science, 1992.

B. M. Lehane, R. J. Jardine, A. J. Bond, and R. Frank, Mechanisms of Shaft Friction in Sand from Instrumented Pile Tests, Journal of Geotechnical Engineering, vol.119, issue.1, pp.19-35, 1993.
DOI : 10.1061/(ASCE)0733-9410(1993)119:1(19)

URL : https://hal.archives-ouvertes.fr/hal-00547801

L. Kouby, A. Canou, J. Et-dupla, and J. C. , Etude comparative du comportement mécanique de groupe et de réseaux de micropieux modèles en chambre d'étalonnage. Rapport du projet national de recherche FOREVER, pp.98-9905, 2001.

P. Lerat, Etude de l'interface sol-structure dans les milieux granulaires à l'aide d'un nouvel appareil de cisaillement annulaire, Thèse de Doctorat obtenue au Centre d'Enseignement et de Recherche en Mécanique des Sols à l'école nationale des ponts et Chaussées, 1996.
URL : https://hal.archives-ouvertes.fr/tel-00520678

P. Lerat, M. Boulon, and F. Schlosser, Etude expérimentale de l'interface solstructure dans les milieux granulaires. Revue française de génie civil, pp.345-366, 1997.
DOI : 10.1080/12795119.1997.9692123

X. S. Li and Y. F. Dafalias, Dilatancy for cohesionless soils, G??otechnique, vol.50, issue.4, pp.449-460, 2000.
DOI : 10.1680/geot.2000.50.4.449

S. Li, J. Zheng, and J. Pu, Effects of different driving sequences on capacity of pile group, Proceedings of the fifteenth international conference on soil mechanics and geotechnical engineering, pp.955-957, 2001.

J. L. Liu and K. P. Zhang, Cap-pile-soil interaction of bored pile groups, Proceedings of the eleventh International Conference on Soil Mechanics and Foundation Engineering, pp.1433-1436, 1985.

F. Lizzi, The « pali radice » (root pile) A state-of-the-art report, Proceedings of symposium on Recent Development in ground Improvement Techniques, pp.417-432, 1982.

F. Lizzi, The static restoration of monuments, p.146, 1982.

F. Lizzi and G. Carneval, Les réseaux de pieux racines pour la consolidation des sols, 1979.

T. Lunne and S. Lacasse, Use of in Situ Tests in North Sea Soils Investigations, publication N° 169, 1987.

K. J. Mcmanus and F. H. Kulhawy, Cyclic Axial Loading of Drilled Shafts in Cohesive Soil, Journal of Geotechnical Engineering, vol.120, issue.9, pp.1481-1497, 1993.
DOI : 10.1061/(ASCE)0733-9410(1994)120:9(1481)

K. Maléki, Contribution à l'étude du comportement des micropieux isolés et en groupe, Thèse de doctorat de l'Ecole Nationale des Ponts et Chaussées, 1995.

K. Maléki and R. Frank, Groupes de pieux chargés axialement. Rapport du projet national de recherche FOREVER, N° : FO/93, p.6, 1994.

H. Matlock, D. Bogard, and L. Cheang, a laboratory study of axially loaded piles and pile groups including pore pressure measurements, Proceeding of the third International Conference on the Behavior of Offshore Structure (BOSS), pp.105-121, 1982.

H. Matlock and S. H. Foo, Axial analysis of piles using a hysteretic and degrading soil model. Numerical Methods in Offshore Pilling, ICE, pp.127-133, 1980.

L. Mokrani, Simulation physique du comportement des pieux à grande profondeur en chambre d'étalonnage, Thèse de Doctorat de l'institut National Polytechnique de Grenoble, 1991.

J. F. Nauroy, F. Brucy, L. Tirant, and P. , Static and cyclic load tests on a drilled and grouted pile in calcareous sand. Behaviour Of Off-Shore Structures, 1985.

O. Neill and M. W. , Group action in offshore piles, Proceedings ASCE conference, Geotechnical Practice in Offshore Engineering, pp.25-64, 1983.

O. Références-bibliographiques, M. W. Neill, R. A. Hawkins, and L. J. Mahar, Load transfer mechanisms in piles and pile groups, Journal Of Geotechnical Engineering Division Proceedings Of The American Society Of Civil Engineers, ASCE, vol.108, issue.GT12, 1982.

O. Neill, M. W. Hawkins, R. A. Audibert, and M. E. , Installation of pile group in overconsolidated clay, Journal Of Geotechnical Engineering Division Proceedings Of The American Society Of Civil Engineers, ASCE, vol.108, issue.GT11, pp.1369-1386, 1982.

A. K. Parkin and T. Lunne, Boundary effects in the laboratory calibration of a cone penetrometer for sand, Proceedings of the second European Symposium on Penetration Testing, pp.761-767, 1982.

T. Pello, C. Plumelle, and D. Raynaud, Expérimentation en vraie grandeur de groupes de micropieux. Réalisation des micropieux. Rapport du projet national de recherche FOREVER, 1995.

J. M. Pitt and J. R. Rohde, Fly ash micro-piles. An alternative for railway substructure reinforcements, Proceedings of the Intenational Conference in Situ Soil and Rock Reinforcements, pp.91-96, 1984.

C. Plumelle, Etude de faisabilité d'une expérimentation en vraie grandeur de groupes de micropieux. Rapport du projet national de recherche FOREVER, N° : FO, 1994.

C. Plumelle and D. Raynaud, Essais de chargement des micropieux isolés et de groupes, Rapport du projet national de recherche FOREVER, N° : FO/95/03, 1996.

H. G. Poulos, The steady state of deformation, Journal of Geotechnical Engineering Division, ASCE, vol.107, issue.GT5, pp.553-562, 1981.

H. G. Poulos, Cyclic axial response of single pile, Journal Of The Geotechnical Engineering Division Proceedings of The American Society of Civil Engineers, ASCE, vol.107, p.1, 1981.

H. G. Poulos and F. K. Chan, Model pile skin friction in calcareous sand, Journal of Geotechnical Engineering, pp.235-257, 1986.

H. G. Poulos, Analysis of Residual Stress Effects in Piles, Journal of Geotechnical Engineering, vol.113, issue.3, pp.216-229, 1987.
DOI : 10.1061/(ASCE)0733-9410(1987)113:3(216)

H. G. Poulos, Cyclic Stability Diagram for Axially Loaded Piles, Journal of Geotechnical Engineering, vol.114, issue.8, pp.877-895, 1988.
DOI : 10.1061/(ASCE)0733-9410(1988)114:8(877)

H. G. Poulos, Cyclic Axial Loading Analysis of Piles in Sand, Journal of Geotechnical Engineering, vol.115, issue.6, pp.836-852, 1989.
DOI : 10.1061/(ASCE)0733-9410(1989)115:6(836)

H. G. Poulos, Twenty-ninth Rankine Lecture : Pile behaviour ? theory and application, Géotechnique, vol.39, issue.°3, pp.363-415, 1989.
DOI : 10.1680/geot.1989.39.3.365

H. G. Poulos and C. Y. Lee, Behaviour of grouted piles in offshore calcareous sand, Proceeding of the 12 th International Conference on Soil Mechanics and Foundation Engineering; Balkema, pp.955-958, 1989.

H. G. Poulos, Effect of pile driving on adjacent piles in clay, Canadian Geotechnical Journal, issue.31, pp.856-867, 1994.

A. Puech, P. Foray, M. Boulon, and J. Desrues, Calcul des pieux à l'arrachement à partir d'un modèle numérique en contraintes effectives-premiers résultats, Proceeding of the 7th European Conference on Soils Mechanics and Foundation Engineering, pp.227-233, 1979.

N. S. Rad and M. T. Tumay, Factors affecting sand specimen preparation by raining, Geotechnical Testing Journal, vol.10, issue.1, pp.31-37, 1987.

M. F. Randolph and R. J. Jewell, Load transfer model for piles in calcareous soil, 1989.

M. F. Randolph and H. A. Joer, Field and Laboratory Data from Pile Load Tests in Calcareous Soil, Offshore Technology Conference, pp.327-336, 1996.
DOI : 10.4043/7992-MS

E. I. Robinsky and C. F. Morrison, Sand Displacement and Compaction around Model Friction Piles, Canadian Geotechnical Journal, vol.1, issue.2, pp.81-93, 1964.
DOI : 10.1139/t64-002

E. Rojas, C. Valle, and M. P. Romo, Soil-Pile Interface Model for Axially Loaded Single Piles., SOILS AND FOUNDATIONS, vol.39, issue.4, pp.35-45, 1999.
DOI : 10.3208/sandf.39.4_35

V. Shakhirev, J. P. Magnan, and H. Ejjaaouani, Etude expérimentale du comportement du sol lors du fonçage des pieux, pp.206-95, 1996.

F. Schlosser and A. Et-guilloux, Le frottement dans le renforcement des sols, pp.65-67, 1981.

F. Schlosser, R. Frank, P. Unterreiner, and C. Plumelle, Renforcement des sols par micropieux, 1992.

F. Schnaid and G. T. Houlsby, Measurement of the properties of sand in a calibration chamber by the cone pressuremeter test, G??otechnique, vol.42, issue.4, pp.587-601, 1992.
DOI : 10.1680/geot.1992.42.4.587

J. F. Serratrice and H. Vallanchon, Essais oedométriques K 0 sur le sable de Fontainebleau. Laboratoire Regional des Ponts et Chaussées, pp.11145-11146, 1996.

E. W. Shublaq, Soil disturbance due to installation of model piles and pile groups., SOILS AND FOUNDATIONS, vol.32, issue.4, pp.17-26, 1992.
DOI : 10.3208/sandf1972.32.4_17

R. Sid-ahmed, Frottement latéral des pieux dans les sables, Thèse de doctorat, 1989.

J. T. Tabucanon and D. W. Airey, Interface tests to investigate pile skin friction in sands. School of civil and mining engineering, centre for Geotechnical Research, Research Report, vol.23, p.662, 1992.

A. Tejchman and J. Tejchman, Scale effect in pile model tests due to different pile and grain diameters, Comptes rendus du treizième Congrés International de Mécanique des Sols et des travaux de Fondations, pp.717-720, 1994.

J. P. Turner and F. H. Kulhawy, Drained Uplift Capacity of Drilled Shafts under Repeated Axial Loading, Journal of Geotechnical Engineering, vol.116, issue.3, 1990.
DOI : 10.1061/(ASCE)0733-9410(1990)116:3(470)

J. P. Turner and F. H. Kulhawy, Predictions of drilled shaft displacements under repeated axial loads. Prediction And Performance In Geotechnical Engineering, pp.105-112, 1987.

M. Uesugi and H. Kishida, Influential factors of friction between steel and dry sands., SOILS AND FOUNDATIONS, vol.26, issue.2, pp.33-46, 1986.
DOI : 10.3208/sandf1972.26.2_33

M. Uesugi and H. Kishida, Frictional resistance at yield between dry sand and mild steel., SOILS AND FOUNDATIONS, vol.26, issue.4, pp.139-149, 1986.
DOI : 10.3208/sandf1972.26.4_139

A. F. Van-weele, Pile bearing capacity under cyclic loading compared with that under static loading, Second International Conference On Behaviour Of Off-Shore Structures, pp.475-488, 1979.

A. S. Vesic, Experiments with instrumented pile groups in sand. Performance of deep foundations, ASTM STP, pp.177-222, 1969.

A. S. Vesic, Design of pile foundations. National co-operative highway research program. Synthesis of highway practice, 1977.

E. Wernick, Skin friction of cylindrical anchors in non-cohesive soils, Symposium on soil reinforcing ans stabilising techniques, pp.201-219, 1978.

T. Whitaker, Experiments with Model Piles in Groups, G??otechnique, vol.7, issue.4, pp.147-167, 1957.
DOI : 10.1680/geot.1957.7.4.147