Interprétation des essais pressiométriques. Article (PDF Available) in Revue française de génie civil · October with Reads. 3 NOTRE CHOIX: LE PRESSIOMÈTRE Nous utilisons de façon courante tous les types d’essais mentionnés ci-haut. Notre mode de vérification préféré et celui. Essai pressiométrique normal: mode opératoire -2 (Unknown language). in Modes opératoires du Laboratoire Central des Ponts et Chaussées.

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GiroudTables pour le calcul des fondations KrizekAt rest lateral earth pressure of a consolidating clayJ Landslide Science for a Safer Geoenvironment, Journal of materials science 41 21, KalmanDetermination of the coefficient of earth pressure at rest in situ in overconsolidated clayWorld tunnel Congress?

Theoretical considerationsCanadian Geotechnical Journalvol.

KenneyDiscussion de l’pp. Pressuremeter, International Conference on Geotechnical Engineering, Email address for updates.

DeresiewiczAnalysis of a compression test of a face centered cubic array of elastic spheresJourn. The proposed interpretation method accepts that some level of soil disturbance may exist during the early loading portion of the pressuremeter test.

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Articles 1—20 Show more. Underground Facilities for better Environment and Safety? LarssonBasic behaviour of Scandinavian soft clays See examples translated by pressuremeter test 6 examples with alignment.

essai pressiométrique – Translation into English – examples French | Reverso Context

RankkaIn situ stress conditions across clay slopes. About the contextual dictionary Download the App Contact Legal considerations. European Journal of Environmental and Civil Engineering 16 10, New articles by this author. MassarschNew method of measurement of lateral earth pressure in cohesive soils Analyse numerique de l’essai pressiometrique. My profile My library Metrics Alerts.


OferLateral earth pressure developped during compactionTransportation Research Recordvol. CharlesEvaluation of push-in pressure cell results in stiff clayProc.

SehnExperimental study of preseiometrique pressures on retaining structures TabibExact determination of gravity stresses in finite elastic slopes HendronThe behaviour of sand in one-dimensional compression BishopThe test requirement for measuring the coefficient of earth pressure at rest.


BishopA large shear box for testing sands and gravelsProc. LuteneggerMeasurements of lateral stresses in soft clay.

APAGEO : forage, foreuse, etude de sol et geotechnique

An interpretation method has been developed that makes use of both the loading and unloading portions of a pressuremeter test and incorporates nonlinear, undrained soil behaviour. Evaluation and repair of Algiers new airport building S Kenai, R Bahar Cement and concrete composites 25 6, Bulletin of Engineering Geology and the Environment 67 2, MeyerhofBearing capacity and settlement of pile foundationJournal of Geotechnical Engineeringvol. CraigCraig’s soil mechanics.

SaglamerAn expression of the coefficient of lateral earth pressure at rest for cohesionless soils with respect to the soil parameters. New citations to this author.