The authors discuss Jaky’s empirical formula (K_0 = 1 - \sin\phi) and its modifications for overconsolidated soils. Importantly, they highlight how (K_0) governs lateral pressures on rigid, non-yielding structures like basement walls and large-diameter shafts.
The authors discuss Jaky’s empirical formula (K_0 = 1 - \sin\phi) and its modifications for overconsolidated soils. Importantly, they highlight how (K_0) governs lateral pressures on rigid, non-yielding structures like basement walls and large-diameter shafts.
