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- W609995405 abstract "THE BEARING CAPACITY OF FOUNDATIONS ON COHESIVE SOILS UNDER ECCENTRIC AND INCLINED LOADS IS ANALYZED ASSUMING EITHER CYLINDRICAL SLIP SURFACE OR HORIZONTAL SLIP ALONG THE GROUND SURFACE. AN EQUATION IS PRESENTED EXPRESSING THE BEARING CAPACITY FACTOR IN RELATION TO THE FOUNDATION SHAPE FACTOR. THE VALUE OF THESE CONSTANTS DEPENDS ON THE DISTRIBUTION CHARACTERISTICS OF COHESION AND THE ECCENTRICITY AND INCLINATION OF THE LOAD. IT WAS CONCLUDED THAT THE USE OF THE BEARING CAPACITY FACTOR, BY THIS METHOD OF ANALYSIS, WAS ADEQUATE IN PRACTICE. /RRL/" @default.
- W609995405 created "2016-06-24" @default.
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- W609995405 date "1970-06-01" @default.
- W609995405 modified "2023-09-27" @default.
- W609995405 title "BEARING CAPACITY OF FOUNDATION ON COHESIVE SOIL UNDER ECCENTRIC AND INCLINED LOADS /IN JAPANESE/" @default.
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