Zobrazeno 1 - 10
of 10
pro vyhledávání: '"Estelle Delfosse"'
Autor:
Estelle Delfosse, Caroline Mothe
Publikováno v:
Gestion 2000. 39:19-43
Publikováno v:
Innovations. :135-162
Publikováno v:
Scopus-Elsevier
An experimental study aimed at comparing of creep and fatigue behaviour of grouted sand is presented. Unconfined creep tests and cyclic tests were performed to highlight the creep and the fatigue behaviour of Fontainebleau sand grouted with three typ
Publikováno v:
Journal of Geotechnical and Geoenvironmental Engineering. 132:488-500
The creep behavior of Fontainebleau sand grouted with a chemically unstable silicate grout was compared with the creep behavior of the same sand grouted with two chemically stable grouts, a microfine cement-based grout and a mineral-based grout. Unco
Publikováno v:
Revue française de génie civil. 8:419-437
This paper describes unconfined creep tests and cyclic tests performed to characterise creep behaviour and fatigue behaviour of Fontainebleau sand grouted with three types of grout, a silicate grout, a micro-fine cement-based grout and a mineral-base
Publikováno v:
Revue Française de Génie Civil. 7:1273-1287
Resonant column and cyclic triaxial tests are performed on Fontainebleau sand grouted with three different types of grout, a silicate grout, a cement-based grout and a mineral based-grout in order to determine two parameters characterizing soil behav
Publikováno v:
Ground Improvement. 6:23-37
This article deals with the creep behaviour of two new grouts—a cement-based grout and a mineral-based grout—in comparison with silicate grout. Results show that Fontainebleau sand grouted with new grouts presents few creep strains whereas silica
Publikováno v:
Soil Dynamics and Earthquake Engineering
Soil Dynamics and Earthquake Engineering, Elsevier, 2004, 24, pp.461-471
Soil Dynamics and Earthquake Engineering, Elsevier, 2004, 24, pp.461-471
An experimental comparative study of three different grouted sands in terms of their effects on the values of two dynamic properties is presented. The dynamic properties studied are the shear modulus and the damping ratio which are determined with re
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::0fcbc0dec76748de438cc441133cac11
https://hal.archives-ouvertes.fr/hal-00019092
https://hal.archives-ouvertes.fr/hal-00019092