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.
" by and Alfonso Rico Rodríguez is a cornerstone of civil engineering literature in the Spanish-speaking world. While Tomo 1 focuses on the physical properties and classification of soils, Tomo 2 dives into the mechanical behavior, mathematical modeling, and practical engineering applications. MECANICA DE SUELOS - JUAREZ BADILLO TOMO 2.pdf
Despite being written decades ago, remains a masterwork because of its clarity, depth, and adaptation to actual engineering problems. Unlike many modern textbooks that gloss over derivations, Juárez Badillo forces the reader to understand the "why" behind each formula. The authors discuss Jaky’s empirical formula (K_0 =