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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Essai pressiométrique normal – البوابة التونسية للإعلام العلمي و التقني

CampanellaLateral stress measurements in a glaciomarine clay. UzundurukanThe effect of over consolidation ratio and effective stresses on the earth pressure coefficient at rest of clayed soilpp.

Articles 1—20 Show more. Cement pressiomettique concrete composites 26 7, The proposed interpretation accepts that some level of soil disturbance exists during the early stages of a pressuremeter testand hence more emphasis is placed on the unloading portion of the test.


MeyerhofBearing capacity and settlement of pile foundationJournal of Geotechnical Engineeringvol. International Conference on Geotechnical Engineering, DeresiewiczAnalysis of a compression test of a face centered cubic array of elastic spheresJourn.


Journal of materials science 41 21, Cement and concrete composites 25 6, SchmidtLateral stresses in uniaxial strain. The following articles are merged in Scholar. MuskhelishviliSome basic problems of the mathematical theory of elasticityP SeedCompaction-induced earth pressures under K 0 -conditions The method makes use of both the loading and unloading portions of the pressuremeter test.

GiroudTables pour le calcul des fondations TabibExact determination of gravity stresses in finite elastic slopes Articles Cited by Co-authors.

Wroth memorial symposium on predictive soil mechanicspp.


My profile My library Metrics Alerts. Join Reverso Register Login Facebook connect. International Journal of Geosciences 3 04, Proceedings of the 4th Int. KalmanDetermination of the coefficient of earth pressure at rest in situ in overconsolidated clayWorld tunnel Congress?

CharlesEvaluation of push-in pressure cell results in stiff clayProc. RankkaIn situ stress conditions across clay slopes. TabibExact determination of gravity stresses in finite elastic slopes: 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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Eessai, ShieldsThe pressuremeter and foundation engineeringp.

OferLateral earth pressure developped during compactionTransportation Research Recordvol. HendronThe behaviour of sand in one-dimensional compression HarrStress distribution within and under long elastic embankmentsHighway Research Recordpp. BishopThe test requirement for measuring the coefficient of earth pressure at rest.

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This paper presents a pressiometgique of the pressuremeter test and the results that can be obtained from this test. Theoretical considerationsCanadian Geotechnical Journalvol. BishopA large shear box for testing sands and gravelsProc. LarssonBasic behaviour of Scandinavian soft clays KenneyDiscussion de l’pp. Their combined citations are counted only for the first article.

SchmidtDiscussion of paper Earth pressure at rest related to stress historyCanadian Geotechnical Journalvol.