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A platform for research: civil engineering, architecture and urbanism
When resultant of external forces falls outside kern in eccentrically loaded foundation, it becomes tedious task to locate stress block and to establish maximum soil pressure of irregular shaped base; table and nomogram are presented to simplify this work for trapezoidal and circular shaped footings.
When resultant of external forces falls outside kern in eccentrically loaded foundation, it becomes tedious task to locate stress block and to establish maximum soil pressure of irregular shaped base; table and nomogram are presented to simplify this work for trapezoidal and circular shaped footings.
Eccentrically loaded trapezoidal or round footings
ASCE -- Proc (J Structural Div)
Zweig, A. (author)
1966
8 pages
Article (Journal)
English
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