Horizontal soil stress changes around displacement piles = Variation des contraintes horizontales dans le sol autour de pieux causant un déplacementSAYED, S. M; CLEMENTE, J. L. M.International journal for numerical and analytical methods in geomechanics. 1990, Vol 14, Num 2, pp 131-138, issn 0363-9061, 8 p.Serial Issue

Tragverhalten von Grossrohrrammpfählen = Capacité portante de pieux tubulaires de grande section mis en place par pilonnage = The loadbearing capacity of large impact-driven pipe pilesUHLENDORF, H.-F; LERCH, D.Bautechnik (Berlin, 1984). 1989, Vol 66, Num 9, pp 319-322, issn 0932-8351Article

The Pali Radice (Micropiles) for the preservation of monuments and historic sitesLIZZI, F.International symposium Geotechnical engineering for the preservation of monuments and historic sites. 1997, pp 463-469, isbn 90-5410-871-1Conference Paper

Interaction between two piles inclined in any directionJUSTO, J. L; SANCHEZ LANGEBER, J. M.International Conference on soil mechanics and geotechnical engineeringCongrés international de mécanique des sols et de la géotechnique. 2001, pp 919-922, isbn 90-2651-853-6, 3VolConference Paper

An example of a pile-tunnel interaction problemHIGGINS, K. G; ST.JOHN, H. D; CHUDLEIGH, I. L. J et al.International Symposium on Geotechnical Aspects of underground construction in soft ground - IS-Tokyo'99. 2000, pp 99-103, isbn 90-5809-106-6Conference Paper

The reinforced soil in the future of geotechnicsLIZZI, F.Symposium on developments in geotechnical engineering. 1994, pp 553-563Conference Paper

Soil disturbance during continuous flight auger piling in sandKENNY, M. J; ANDRAWES, K. Z; CANAKCI, H et al.International Conference on Soil Mechanics and FOundation Engineering. 1999, pp 1085-1090, isbn 90-5410-891-6Conference Paper

Slope stabilization by micropile reinforcementJURAN, I; BENSLIMANE, A; BRUCE, D. A et al.ISL'96 : International Symposium on landslidesSymposium international sur les glissements de terrain. 1996, pp 1715-1726, isbn 90-5410-821-5Conference Paper

Possibilities of using makeshift techniques in construction of root pilesCORKO, D; MARIC, B; LOVRENTIC, D et al.International conference on soil mechanics and foundation engineering. 1994, pp 1807-1810Conference Paper

Lateral resistance of a pile = Résistance latérale d'un pieuOKAHARA, M; TAKAGI, S; TAGUCHI, K et al.NIST Special publication. 1990, Num 796, pp 131-141, 11 p.Conference Paper

Deep foundations on bored and auger piles. Proceedings of the 1st international geotechnical seminar on deep foundations on bored and auger piles; Ghent; 7-10 June 1988VAN IMPE, W.F.International geotechnical seminar on deep foundations on bored and auger piles. 1. 1988, pp IX-603, isbn 90-6191-814-6, p, isbn 90-6191-814-6Conference Proceedings

Electrical discharge (explosions) in geotechnical engineeringVALERI, E; RICHTER, T.European Conference on soil mechanics and geotechnical engineering. 2003, pp 413-418, isbn 80-86769-01-1, 6 p.Conference Paper

Uplift - pulling behaviour of pileSANII, H.International Conference on Soil Mechanics and FOundation Engineering. 1999, pp 1129-1132, isbn 90-5410-891-6Conference Paper

Multiple basements on deeper under-reamed pilesJAIN, G.S.International conference on soil mechanics and foundation engineering. 1994, pp 531-534Conference Paper

Utilisation du trépan KDJ-1500 pour des pieux à base en massue1987, Vol 5, Num 2, pp 107-113Article

Field measurements of the stiffness of jacked piles and pile groupsYETGINER, A. G; WHITE, D. J; BOLTON, M. D et al.Geotechnique. 2006, Vol 56, Num 5, pp 349-354, issn 0016-8505, 6 p.Article

Recommendations for the design and construction of piled raftsKATZENBACH, R; MOORMANN, C.International Conference on soil mechanics and geotechnical engineeringCongrés international de mécanique des sols et de la géotechnique. 2001, pp 927-930, isbn 90-2651-853-6, 3VolConference Paper

Torsional piles in non-homogeneous mediaGUO, W. D; RANDOLPH, M. F.Computers and geotechnics. 1996, Vol 19, Num 4, pp 265-287, issn 0266-352XArticle

40 years of micropiling, 20 years of soil nailing where do we stand today ?STOCKER, M.F.International conference on soil mechanics and foundation engineering. 1994, pp 166-167Conference Paper

Pile-group settlement using independent shaft and point loads = Tassement d'un groupe de pieux en utilisant des charges indépendantes latérales et en pointePOLO, J. M; CLEMENTE, J. L. M.Journal of geotechnical engineering. 1988, Vol 114, Num 4, pp 469-487, issn 0733-9410Article

Berechnung von allgemeinen Pfahlwerken = Calcul d'un ensemble de pieux = Analysis of general pile groupsKATZ, C.Bauingenieur. 1986, Vol 61, Num 12, pp 563-567, issn 0005-6650Article

Piles in permafrost = Pieux dans le permafrostHEYDINGER, A. G.Journal of cold regions engineering. 1987, Vol 1, Num 2, pp 59-75, issn 0887-381XArticle

Fast foundation for soft clay = Fondation rapide dans de l'argile mouHILTON, J. R; RAGER, R. E; NOVOTNY, R. L et al.Civil engineering ASCE. 1993, Vol 63, Num 3, pp 62-65, issn 0360-0556Article

A method for estimating immediate settlement of piles and pile groups = Méthode d'estimation du tassement immédiat de pieux et de groupes de pieuxYAMASHITA, K; TOMONO, M; KAKURAI, M et al.Soils and foundations. 1987, Vol 27, Num 1, pp 61-76, issn 0038-0806Article

Interpretation of pile load test considering residual stressesRIEKE, R. D; CROWSER, J. C.Journal of geotechnical engineering. 1987, Vol 113, Num 4, pp 320-334, issn 0733-9410Article