Abstract
Synopsis Theoretical methods for estimating the effect of roughness of the base on the bearing capacity are outlined in the first part of the Paper and compared with the results of some loading tests on model footings. In the second part of the Paper theoretical analyses of the influence of ground-water conditions on the bearing capacity of cohesionless material are summarised and compared with the main results of laboratory and some field loading tests on sand. Dans la première partie du Document I'auteur expose dans leurs grandes lignes les méthodes théoriques propres à l'éevaluation de l'effet de la rugosité de la base sur la capacité portant et les compare avec les résultats de certains essais de charge sur des modèles de semelles. Dam la seconde partie du Document, des analyses théoriques de l'influence des conditions avec nappes d'eau souterraines snr la capacité portante des matéeriaux non cohérents sont résumées et comparées avecles principaux résultats d'essais en laboratoire et de certains essais sur place de charge snr sable.
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