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Results 1 to 25 of 406

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Some improvements of the Cambridge pressuremeter useHAMOUCHE, K.K; LEROUEIL, S; ROY, M et al.The pressuremeter and its new avenues. International symposium. 1995, pp 361-366Conference Paper

The pressuremeter and its new avenues. Proceedings of the 4th international symposium, 17-19 May 1995, Sherbrooke, Québec, Canada = Le pressiomètre et ses nouvelles orientations. Comptes rendus du 4ème colloque international, 17-19 may 1995, Sherbrooke, Québec, CanadaBALLIVY, Gérard.The pressuremeter and its new avenues. International symposium. 1995, pp XIV-487, isbn 90-5410-545-3, p, isbn 90-5410-545-3Conference Proceedings

A brief history of pressuremeterLADANYI, B.The pressuremeter and its new avenues. International symposium. 1995, pp 5-23Conference Paper

Performance studies of cavity expansometer : A monocell pressuremeterBASUDHAR, P.K; KUMAR, D.The pressuremeter and its new avenues. International symposium. 1995, pp 73-80Conference Paper

The Cone Pressuremeter : An efficient way of presuremeter testingZUIDBERG, H.M; POST, M.L.The pressuremeter and its new avenues. International symposium. 1995, pp 387-394Conference 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

The present design rules for foundations based on Ménard PMT resultsGAMBIN, M.P; FRANK, R.A.The pressuremeter and its new avenues. International symposium. 1995, pp 425-432Conference Paper

Variations des paramètres mesurés par le pressiomètre Ménard = Variations of soil parameters measured by Ménard pressuremeterDHOUIB, A; CAQUINEAU, X; GAMBIN, M et al.International symposium on identification and determination of soil and rock parameters for geotechnical designSymposium international Identification et détermination des paramètres des sols et des roches pour les calculs géotechniques. 2002, pp 465-470, isbn 2-85978-363-6Conference Paper

A continuous pressuremeter test based on the sharp cone principleLADANYI, B; MCHAYLEH, J; DUCHARME, A et al.The pressuremeter and its new avenues. International symposium. 1995, pp 185-192Conference Paper

New loading system of pressuremeterOHTA, H; KASHIGAWI, A; FUKAGAWA, R et al.The pressuremeter and its new avenues. International symposium. 1995, pp 367-372Conference Paper

L'enregistrement des données au pressiomètre Ménard : Un outil puissant de contrôle-qualité et d'instructions du personnel = Data recording with the Menard pressuremeter: a powerful tool of quality control and workforce trainingGAMBIN, M.P; PLOT, O.The pressuremeter and its new avenues. International symposium. 1995, pp 355-360Conference Paper

Peak and post rupture strengths from pressuremeter testsCLARKE, B.G.International conference on soil mechanics and foundation engineering. 1994, pp 125-128Conference Paper

The view from the other side - lift-off stress and the six arm self boring pressuremeterWHITTLE, W; HAWKINS, P.G; DALTON, J.C.P et al.The pressuremeter and its new avenues. International symposium. 1995, pp 379-386Conference Paper

The push-in LLT with a water tank immediately above a probeMURATA, Y; SUGAWARA, N.The pressuremeter and its new avenues. International symposium. 1995, pp 201-206Conference Paper

New design rules for the bearing capacity of shallow foundations based on Menard pressuremeter testsAMAR, S; BAGUELIN, F; CANEPA, Y et al.ISC'98 : International Conference on site characterization. 1998, pp 727-733, isbn 90-5410-939-4Conference Paper

New self-contained, computer controlled pressuremeterMORI, H; TOYOOKA, Y.The pressuremeter and its new avenues. International symposium. 1995, pp 395-402Conference Paper

The Expansol test : in situ measurements of swelling potentialFLAVIGNY, E; MUSCHOTTI, E; MAGNAN, D et al.The pressuremeter and its new avenues. International symposium. 1995, pp 349-354Conference Paper

The directional dilatometer : A new option to determine rock mass deformabilityAMADEI, B; VALVERDE, M; JERNIGAN, R et al.The pressuremeter and its new avenues. International symposium. 1995, pp 257-264Conference Paper

Interpretation of pressuremeter data in cohesive soils by simplex algorithm = Interprétation des données des pressiomètres dans des sols cohésifs au moyen d'un algorithme simplifiéHUANG, A.-B; CHAMEAU, J.-L; HOLTZ, R. D et al.Geotechnique. 1986, Vol 36, Num 4, pp 599-603, issn 0016-8505Article

Advanced interpretation of field testsHOULSBY, G. T.ISC'98 : International Conference on site characterization. 1998, pp 99-112, isbn 90-5410-939-4Conference Paper

An extension of the interpretation model for the sharp cone test for the determination of deformability parameters of rock-like materialsLEITE, M.H; LADANYI, B; GILL, D.E et al.The pressuremeter and its new avenues. International symposium. 1995, pp 295-302Conference Paper

Le pressiomètre Ménard, un outil efficace pour la vérification de travaux d'amélioration de mauvais terrains = The Ménard pressuremeter, an efficient tool to verify improving works of bad terrainsDUMAS, J.C; MOREL, J.-F.The pressuremeter and its new avenues. International symposium. 1995, pp 419-424Conference Paper

Development of the UBC self-boring pressuremeter = Développement du pressiomètre auto-foreurCAMPANELLA, R.G; STEWART, W.P; JACKSON, R.S et al.International symposium on pressuremeters. 3. 1990, pp 65-72Conference Paper

A new approach to the Menard PMT parametersGAMBIN, M. P; JEZEQUEL, J. F.ISC'98 : International Conference on site characterization. 1998, pp 777-782, isbn 90-5410-939-4Conference Paper

Intepretation of selfboring pressuremeter tests using a curve fitting approachCUNHA, R. P; CAMPANELLA, R. G.ISC'98 : International Conference on site characterization. 1998, pp 759-764, isbn 90-5410-939-4Conference Paper

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