ABSTRACT
Example 12.19 A strip footing is to be constructed on the top of a slope as per Fig. 12.19. The following data are available:
B =3 ffi, Df =1.5 ffi, b =2 ffi, H =8 m, f3 =30°, r= 18.5 kN/m3, l/J =0 and c =75 kN/m2, Determine the ultimate bearing capacity of the footing.
