The University of Danang - Journal of Science and Technology, Год журнала: 2024, Номер unknown, С. 29 - 34
Опубликована: Июнь 30, 2024
This study widely investigated the applicability of ultimate bearing capacity formula from Architectural Institute Japan (AIJ) while considering effect footing width. An in-house RPFEM program was developed using a non-linear shear strength model that is sensitive to confining stress. The research focuses on evaluating how width and soil properties affect strip footings. Coefficients within AIJ were calculated compared those derived RPFEM, different combinations cohesive frictional strengths across various widths. results closely matched obtained formula. suggests can accurately estimate footings cohesive-frictional soils, taking into account
Язык: Английский