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- W80113643 abstract "A FOOTING RESTING ON A LAYER OF CLAY ABOVE A RIGID SOIL MASS IS STUDIED. THE BEARING CAPACITY FACTORS ARE CALCULATED AS A FUNCTION OF THE THICKNESS OF THE LAYER. THE STUDY IS BASED ON THE LIMIT EQUILIBRIUM THEORY. THE CLAY IS ASSUMED TO OBEY COULOMB CRITERIA AS REGARDS COHESION. RESULTS ARE GIVEN FOR DIFFERENT VALUES OF THE ANGLE OF SHEARING RESISTANCE (0, 10, 20 AND 30 DEGREES). /RRL/" @default.
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- W80113643 date "1969-01-01" @default.
- W80113643 modified "2023-09-23" @default.
- W80113643 title "THE BEARING CAPACITY OF SOILS ON A ROCK FOUNDATION /IN FRENCH/" @default.
- W80113643 hasPublicationYear "1969" @default.
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