(ii) Active lateral earth pressure for a c- soil (i.e. both c and are non-zero) under Rankine conditions is calculated u
Posted: Sat May 21, 2022 2:37 pm
(ii) Active lateral earth pressure for a c- soil (i.e. both c and are non-zero) under Rankine conditions is calculated using Pa = KąOy – 2c 2.5. Starting from this equation derive an expression for tension crack depth in cohesive soils.