Titre :	Subsurface investigation with piezocone penetrometer
Type de document :	texte imprimé
Auteurs :	Mehmet, T. T. ; Axe, M. ; Boggess, R. L.
Mention d'édition :	Ecole Nationale des Ponts et chaussées
Editeur :	Ecole Nationale des Ponts et Chaussées
Année de publication :	1981
ISBN/ISSN/EAN :	CI-04401
Note générale :	The authors have been working on the development of a piezo-cone which simultaneously provides the currenthy but separately available insitu parameters, i.e., sleeve friction, f, and tip resistance, Qc, together with the generated pore pressures, U. this paper comprises of the basic results of the different stages of study in deciding on the location, size and the type of the piezo-cone utilized on well-documented soft cohesive soils of Louisiana. The capabilities of the piezo-cone penetration testing of soft soils in insitu measurement of soil parameters are also presented. Further pratical implications are currently being investigated.
Mots-clés :	Sol  Stratification  Pression  Recherche géotechnique
Index. décimale :	624.1 Technique de construction
Résumé :	The authors have been working on the development of a piezo-cone which simultaneously provides the currenthy but separately available insitu parameters, i.e., sleeve friction, f, and tip resistance, Qc, together with the generated pore pressures, U. this paper comprises of the basic results of the different stages of study in deciding on the location, size and the type of the piezo-cone utilized on well-documented soft cohesive soils of Louisiana. The capabilities of the piezo-cone penetration testing of soft soils in insitu measurement of soil parameters are also presented. Further pratical implications are currently being investigated.
Note de contenu :	The authors have been working on the development of a piezo-cone which simultaneously provides the currenthy but separately available insitu parameters, i.e., sleeve friction, f, and tip resistance, Qc, together with the generated pore pressures, U. this paper comprises of the basic results of the different stages of study in deciding on the location, size and the type of the piezo-cone utilized on well-documented soft cohesive soils of Louisiana. The capabilities of the piezo-cone penetration testing of soft soils in insitu measurement of soil parameters are also presented. Further pratical implications are currently being investigated.

Subsurface investigation with piezocone penetrometer [texte imprimé] / Mehmet, T. T. ; Axe, M. ; Boggess, R. L.  . -  Ecole Nationale des Ponts et chaussées . - Ecole Nationale des Ponts et Chaussées, 1981.
ISSN : CI-04401
The authors have been working on the development of a piezo-cone which simultaneously provides the currenthy but separately available insitu parameters, i.e., sleeve friction, f, and tip resistance, Qc, together with the generated pore pressures, U. this paper comprises of the basic results of the different stages of study in deciding on the location, size and the type of the piezo-cone utilized on well-documented soft cohesive soils of Louisiana. The capabilities of the piezo-cone penetration testing of soft soils in insitu measurement of soil parameters are also presented. Further pratical implications are currently being investigated.

Mots-clés :	Sol  Stratification  Pression  Recherche géotechnique
Index. décimale :	624.1 Technique de construction
Résumé :	The authors have been working on the development of a piezo-cone which simultaneously provides the currenthy but separately available insitu parameters, i.e., sleeve friction, f, and tip resistance, Qc, together with the generated pore pressures, U. this paper comprises of the basic results of the different stages of study in deciding on the location, size and the type of the piezo-cone utilized on well-documented soft cohesive soils of Louisiana. The capabilities of the piezo-cone penetration testing of soft soils in insitu measurement of soil parameters are also presented. Further pratical implications are currently being investigated.
Note de contenu :	The authors have been working on the development of a piezo-cone which simultaneously provides the currenthy but separately available insitu parameters, i.e., sleeve friction, f, and tip resistance, Qc, together with the generated pore pressures, U. this paper comprises of the basic results of the different stages of study in deciding on the location, size and the type of the piezo-cone utilized on well-documented soft cohesive soils of Louisiana. The capabilities of the piezo-cone penetration testing of soft soils in insitu measurement of soil parameters are also presented. Further pratical implications are currently being investigated.