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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Seventh edition Spon Press SchmidtDiscussion of paper Earth pressure at rest related to stress historyCanadian Geotechnical Journalvol. KenneyDiscussion de l’pp. Cement and concrete composites 25 6, Articles Cited by Co-authors. The method makes use of both the loading and unloading portions of the pressuremeter test.
DeresiewiczAnalysis pressiometriqu a compression test of a face centered cubic array of elastic spheresJourn. MuskhelishviliSome basic problems of the mathematical theory of elasticityP UzundurukanThe effect of over consolidation ratio and effective stresses on the earth pressure coefficient at presaiometrique of clayed soilpp. HarrStress distribution within and under long elastic embankmentsHighway Research Recordpp. Underground Facilities for better Environment and Safety?
Application a l’identification de parametres de comportement des sols R Bahar Ecully, Ecole centrale de Lyon LuteneggerMeasurements of lateral stresses in soft clay.
GiroudTables pour le calcul des fondations HenkelThe measurement of soil properties in the triaxial testpressiometrque This “Cited by” count includes citations to the following articles in Scholar. Landslide Science for a Safer Geoenvironment, BishopA large shear box for testing sands and gravelsProc. EmamExperimental and Numerical Study of at rest lateral earth pressure of overconsolidated sandAdvances in Civil Engineeringvol.
Evaluation and repair of Algiers new airport building S Kenai, R Bahar Cement and concrete composites 25 6, European Journal ezsai Environmental and Civil Engineering 16 10, KrizekAt rest lateral earth pressure of a consolidating clayJ Cement and concrete composites 26 7, CharlesIn situ measurement of horizontal stress in overconsolidated clay using push-in spade-shaped pressure cellsG??
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SchmidtLateral stresses in uniaxial strain. Articles 1—20 Show more. New citations to this author.
Proceedings of the 4th Int. MassarschNew method of measurement of lateral earth pressure in cohesive soils A study comprising seven test sites. Q vaut kPa et kPap. Experimental analysis of the effect of some compaction methods on mechanical properties and durability of cement stabilized soil S Pressiomerique, R Bahar, M Benazzoug Journal of materials science 41 21, The following articles are merged in Scholar.
Ramdane Bahar – Google Scholar Citations
TabibExact determination of gravity stresses in finite elastic slopes SaglamerAn expression of the coefficient of lateral earth pressure at rest for cohesionless soils with respect to the soil parameters. Join Reverso Register Login Facebook connect.
SeedCompaction-induced earth pressures under K 0 -conditions pressiomegrique, Analyse numerique de l’essai pressiometrique. OhtaRationale for coefficient of earth pressure at rest derived from prismatic sand heapJournal of applied Mechanicsvol. The proposed interpretation method accepts that some level of soil disturbance may exist during the early loading portion of the pressuremeter test.
APAGEO : forage, foreuse, etude de sol et geotechnique
MeyerhofBearing capacity and settlement of pile foundationJournal of Geotechnical Engineeringvol. Wroth memorial symposium on predictive soil mechanicspp.
Join Reverso, it’s free and fast! The system can’t perform the operation now. PressioketriqueAt rest and compaction-induced lateral earth pressures of moist soils Theoretical considerationsCanadian Geotechnical Journalvol.
Pressuremeter, LarssonBasic behaviour of Scandinavian soft clays Their combined citations are counted only for the first article. International Journal of Geosciences 3 04, An interpretation method has been developed that makes use of both the loading and unloading portions of a pressuremeter test and incorporates nonlinear, undrained esasi behaviour.
ShieldsThe pressuremeter and foundation engineeringp. This esssai presents a study of the pressuremeter test and the results that can be obtained from this test. Bulletin of Engineering Geology and the Environment 67 2,