1988 年 1988 巻 14 号 p. 8-15
An investigation is analytically and experimentally made onthe inclination factors for estimating the ultimate bearing capacity of shallow strip footings under central load inclined in the direction of footing length. The corresponding analytical inclination factors are found to be generally larger than the previous factors for a load inclined in the direction of the footing width.The analytical values of the present inclination factors are well supported bythe test results of some model footings on clay and sand.