THREE DIMENSIONAL BEARING CAPACITY ANALYSIS OF A FOUNDATION NEAR A SLOPE
スポンサーリンク
概要
- 論文の詳細を見る
This paper deals with the evaluation of the bearing capacity of a rectangular shallow foundation located near a slope or an excavation, by means of the yield design theory. Taking into account the true three dimensional nature of the problem, two types of failure mechanisms are selected, resulting in optimal upper bound estimates for the ultimate load bearing capacity of the foundation obtained through the implementation of the kinematic approach from outside. A computational tool is thus developed based on this approach, making it possible, for instance, to provide a quantitative assessment of the bearing capacity reduction due to the slope proximity. Such theoretical estimates are finally compared with experimental values obtained on full scale and centrifuge-reduced scale models.
- 社団法人地盤工学会の論文
- 1998-09-15
著者
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Garnier D.
Laboratoire De Mecanique Des Solides (ura 317) Enpc-cercso 6 Et 8 Avenue Blaise Pascal Cite Descarte
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BUHAN P.DE
Laboratoire de Mecanique des Solides (URA 317), ENPC-CERCSO, 6 et 8 avenue Blaise Pascal, Cite Desca
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Buhan P.de
Laboratoire De Mecanique Des Solides (ura 317) Enpc-cercso 6 Et 8 Avenue Blaise Pascal Cite Descarte
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de Buhan
Laboratoire de Mecanique des Solides (URA 317), ENPC-CERCSO, 6 et 8 avenue Blaise Pascal, Cite Descartes, Champs-sur-Marne, 77455 Marne-la-Vallee cedex 2, France. Manuscript was received for review on May 1, 1997. Written discussions on this paper should