En raison de la journée d’action nationale, la livraison de votre commande en ligne pourrait prendre un peu plus de temps que d’habitude. Besoin de quelque chose en urgence ? Réservez-le et récupérez-le deux heures plus tard dans un magasin disposant de stock.

Retrait en 2 heures
Assortiment impressionnant
Paiement sécurisé
Toujours un magasin près de chez vous

Retrait gratuit dans votre magasin Club
7.000.0000 titres dans notre catalogue
Payer en toute sécurité
Toujours un magasin près de chez vous

Magasins

Wishlist

Magasins

Wishlist

Chercher

Livres

Papeterie

Jeux

Cadeaux

Tous les produits

Ebooks

Carte cadeau Club

Promotions

81,45 €

+ 162 points

Livraison 1 à 2 semaines

Passer une commande en un clic

Payer en toute sécurité

Livraison en Belgique: 3,99 €

Livraison en magasin gratuite

Description

The main goal of this introductory text is to demonstrate how basic concepts in Soil Mechanics can be used as a "forensic" tool in the investigation of geotechnical failures. This, in turn, provides a good opportunity to show how to use available procedures in the formulation of useful simple models. Geotechnical failure is understood here in a broad sense as the failure of a structure to function properly due to a geotechnical reason. Some of the geotechnical failures selected are well known for their impact on the geotechnical community. Others are closer to the author's experience. They have been organized into three main topics: Settlement, Bearing Capacity and Excavations. They cover a significant proportion of every day's activity of professional geotechnical engineers. No attempt has been made to create a comprehensive handbook of failures. Instead, the emphasis has been given to creative applications of simple mechanical concepts and well known principles and solutions of Soil Mechanics. The book shows how much can be learned from relatively simple approaches. Despite this emphasis on simplicity, the book provides a deep insight into the cases analyzed. A non-negligible number of new analytical closed-form solutions have also been found. Their derivation can be followed in detail. In all the cases described an effort was made to provide a detailed and step by step description of the hypothesis introduced and of the analysis performed.