| 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. |
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