Zobrazeno 1 - 10
of 17
pro vyhledávání: '"Daniel Gouvenot"'
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. 8:1105-1133
This work is about the bond of glass AR or carbon yarns with a cementitious matrix for a use as continuous reinforcements of structures out of concrete. Bond tests by bending on 7x7x28 cm specimens have been performed, and have showed, in the case of
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:
Comptes Rendus Chimie. 7:389-394
Ground granulated blast-furnace slag (GGBS) is a secondary product of cast-iron industry that can be used like a standard hydraulic binder. Nevertheless, it requires a chemical activation to start the slag-hydration process. In this work, four activa
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
Autor:
Daniel Gouvenot, Pierre-Yves Hicher, Sylvie Tailliez, Michèle Varjabedian, Jean Biarez, Henri David
Publikováno v:
Revue Française de Génie Civil. 2:255-295
This article describes the major themes treated in a research project led by SOLETANCHE, the RATP and the Ecole Centrale de Paris, to study the mechanical behaviour of granular soils, injected by various types of grouts. Such grouts are commonly used
Autor:
Benoıˆt Courcelles, Arezou Modaressi-Farahmand-Razavi, Daniel Gouvenot, Annette Esnault-Filet
Publikováno v:
International Journal of Geomechanics
International Journal of Geomechanics, American Society of Civil Engineers, 2010, 11 (special), pp.142-151. ⟨10.1061/(ASCE)GM.1943-5622.0000098⟩
International Journal of Geomechanics, American Society of Civil Engineers, 2010, 11 (special), pp.142-151. ⟨10.1061/(ASCE)GM.1943-5622.0000098⟩
A study was conducted to elaborate a predictive model that deals with the hydraulic conductivity reduction of permeable reactive barriers (PRBs) used for the in situ treatment of contaminated groundwater. As PRBs are composed of reactive and permeabl
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::903e027d0b7d202db8a6f7fa356e260d
https://hal-ecp.archives-ouvertes.fr/hal-00751961
https://hal-ecp.archives-ouvertes.fr/hal-00751961
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