Izvorni znanstveni članak
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
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
Datum izdavanja:
18.12.2017.
Posjeta: 930 *