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- W618980214 abstract "Equations for the bearing capacity factors nq and nc are derived on the basis of the slip line method, taking into account an inclined load, an inclined foundation base, and an inclined ground surface. The analysis, as far as possible, divides these factors into base values nq,o and nc,o on the one hand and into inclination factors for the load, the foundation base, and the ground surface on the other hand. The bearing capacity factors are calculated numerically. The limitations of the bearing capacity equation are considered. For the covering abstract of the conference see IRRD 287689. (TRRL)" @default.
- W618980214 created "2016-06-24" @default.
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- W618980214 date "1985-01-01" @default.
- W618980214 modified "2023-09-28" @default.
- W618980214 title "DETERMINATION OF STABILITY CHARACTERISTICS. PROCEEDINGS OF THE ELEVENTH INTERNATIONAL CONFERENCE ON SOIL MECHANICS AND FOUNDATION ENGINEERING, SAN FRANCISCO, 12-16 AUGUST 1985" @default.
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