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

Granular pile groups - an interaction analysisMADHAV, M. R; CHANDRA, S; SHARMA, J. K et al.Eleventh Asian Regional Conference on soil mechanics and geotechnical engineering. 2001, pp 229-232, isbn 90-5809-055-8Conference Paper

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

Généralités sur les fondations sur pieux = Fundamentals of pile foundationsSHAKHIVER, V; CHEMAOU ELFIHRI, O; KABBAJ, M et al.La Revue marocaine du génie civil. 1996, Num 62, pp 43-53, issn 0851-7916Article

Piled raft - Classification and behaviourMETS, M.International Conference on Soil Mechanics and FOundation Engineering. 1999, pp 2259-2260, isbn 90-5410-891-6Conference Paper

The effect of soil yielding on internal pile responseTABESH, A; POULOS, H. G.International Conference on earthquake geotechnical engineering. 1999, pp 327-333, isbn 90-5809-116-3Conference Paper

Application of the static sand compaction pile method to loose sandy soilNOZU, M; OHBAYASHI, J; MATSUNAGA, Y et al.International symposium on problematic soils IS-Tohoku '98. 1998, pp 751-755, isbn 90-5410-997-1Conference Paper

A new model for the analysis of settlement of drilled piersGIRIJA VALLABHAN, C.V; MUSTAFA, G.International journal for numerical and analytical methods in geomechanics. 1996, Vol 20, Num 2, pp 143-152, issn 0363-9061Article

Choice of rational types of foundations in different permafrost conditionsGREBENETS, V.I; KERIMOV, A.G.International congress International Association of Engineering Geology. 1994, pp 4037-4039Conference Paper

Components of the stiffness of pile-raft foundationsPENDER, M.J.International conference on soil mechanics and foundation engineering. 1994, pp 923-928Conference Paper

Behaviour of pile groups with defective pilesPOULOS, H. G.International Conference on Soil Mechanics and FOundation Engineering. 1999, pp 871-876, isbn 90-5410-891-6Conference Paper

Predicting the creep-induced lateral displacement of piles from pressuremeter testsSHIELDS, D.H.The pressuremeter and its new avenues. International symposium. 1995, pp 109-114Conference Paper

Deep foundations on bored and auger piles BAP II. Proceedings of the 2nd international geotechnical seminar on deep foundations on bored and auger piles; Ghent, Belgium; 1-4 June 1993VAN IMPE, W.E.International geotechnical seminar on deep foundations on bored and auger piles. 1993, pp IX-475, isbn 90-5410-313-2, p, isbn 90-5410-313-2Conference Proceedings

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