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Results 1 to 25 of 40551

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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

Plugging criterion for offshore pipe pile drivabilityDEAN, E. T. R; DEOKIESINGH, S.Geotechnique. 2013, Vol 63, Num 9, pp 796-800, issn 0016-8505, 5 p.Article

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

Analysis of pile test resultsWOO, S. M; JUANG, C. H.Symposia on geotextiles, geomembranes and other geosynthetics in ground improvement. 1995, pp 69-88, isbn 90-5410-593-3Conference Paper

Negative skin friction and the neutral planeMATYAS, E. L; SANTAMARINA, J. C.Canadian geotechnical journal. 1994, Vol 31, Num 4, pp 591-597, issn 0008-3674Article

Dimensionnement des pieux sous charge verticale = Design of piles under a vertical loadAMAR, S.La Revue marocaine du génie civil. 1996, Num 62, pp 2-19, issn 0851-7916Article

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

THE BEARING CAPACITY OF RIGID PILES AND PILE GROUPS UNDER INCLINED LOADS IN CLAY = LA PORTANCE DE PIEUX RIGIDES ET DE GROUPES DE PIEUX SOUS DES CHARGES INCLINEES DANS L'ARGILEMEYERHOF GG.1981; CAN. GEOTECH. J.=REV. CAN. GEOTECH.; ISSN 0008-3674; CAN; DA. 1981-05; VOL. 18; NO 2; PP. 297-300; ABS. FRE; BIBL. 17 REF.; ILL.Article

Analytical solution for pile hammer impactTAKE, W. A; VALSANGKAR, A. J; RANDOLPH, M. F et al.Computers and geotechnics. 1999, Vol 25, Num 2, pp 57-74, issn 0266-352XArticle

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

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

DEM analysis of crushing around driven piles in granular materialsLOBO-GUERRERO, S; VALLEJO, L. E.Geotechnique. 2005, Vol 55, Num 8, pp 617-623, issn 0016-8505, 7 p.Article

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

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