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Use of Ménard Pressuremeter to Assess G-g Stifness Curve of Fine Grained Soil

Dario Čolja ; Getehnički fakultet Sveučilišta u Zagrebu, Varaždin, Hrvatska
Boris Kavur ; Getehnički fakultet Sveučilišta u Zagrebu, Varaždin, Hrvatska


Puni tekst: hrvatski pdf 355 Kb

str. 87-92

preuzimanja: 244

citiraj


Sažetak

The paper presents a use of Ménard pressuremeter tests in fine grained soil together with geophysical seismic in situ methods for detetermination of shear vawe velocities in order to estimate in situ decay curves of shear stiffness (G-g). A simplified procedurefor transformation of measured volume changes of the test cavity into shear deformations from the results of the undrained Ménard pressuremeter test is described. Parameters ofmodeled shear stiffness curves and interpreted results of Ménard pressuremeter tests in the Zagreb preconsolidated clay are presented.

Ključne riječi

Ménard pressuremeter, shear stiffness curve of fine grained soil

Hrčak ID:

192574

URI

https://hrcak.srce.hr/192574

Podaci na drugim jezicima: hrvatski

Posjeta: 591 *