Bibliothèque de l'Ecole Nationale Supérieure des Travaux Publics - Francis Jeanson "BENSTP-FJ"
Auteur Andrew N. Schofield
Documents disponibles écrits par cet auteur (1)
Interroger des sources externes
| Titre : |
Disturbed soil properties and geotechnical design |
| Type de document : |
texte imprimé |
| Auteurs : |
Andrew N. Schofield |
| Editeur : |
London : Thomas Telford |
| Année de publication : |
2005 |
| Importance : |
142 p. |
| Présentation : |
ill. |
| Format : |
24 cm |
| ISBN/ISSN/EAN : |
978-0-7277-2982-8 |
| Note générale : |
Based on seminars given in November 1999 at Georgia Institute of Technology in Atlanta.
Bibliogr. en fin de chapitres. Index. |
| Langues : |
Anglais (eng) |
| Mots-clés : |
Soil mechanics;Geology and the lithosphere |
| Résumé : |
Describes the developments leading to the original cam clay model, focusing on fundamentals of the shearing of soil. This book aims to lay the groundwork of understanding that should form the basis of geotechnical design, guiding engineers towards the class of behaviour to be expected under effective stress and water content.
Contents : - Introduction - Slip-plane properties - Interlocking, critical states (Cs) and liquefaction - Soil classification and strength - Limiting stress states and Cs - Plasticity and original cam-clay (Occ) - Geotechnical plastic design. |
Disturbed soil properties and geotechnical design [texte imprimé] / Andrew N. Schofield . - London : Thomas Telford, 2005 . - 142 p. : ill. ; 24 cm. ISBN : 978-0-7277-2982-8 Based on seminars given in November 1999 at Georgia Institute of Technology in Atlanta.
Bibliogr. en fin de chapitres. Index. Langues : Anglais ( eng)
| Mots-clés : |
Soil mechanics;Geology and the lithosphere |
| Résumé : |
Describes the developments leading to the original cam clay model, focusing on fundamentals of the shearing of soil. This book aims to lay the groundwork of understanding that should form the basis of geotechnical design, guiding engineers towards the class of behaviour to be expected under effective stress and water content.
Contents : - Introduction - Slip-plane properties - Interlocking, critical states (Cs) and liquefaction - Soil classification and strength - Limiting stress states and Cs - Plasticity and original cam-clay (Occ) - Geotechnical plastic design. |
|  |
Exemplaires(0)
