Ultimate Bearing Capacity of Footings Resting on Stratified Deposits of Soil, Meyerhof and Hanna 1978

Meyerhof Hanna 1978: Ultimate Bearing Capacity of Footings Resting on Stratified Deposits of Soil: All the theoretical analysis dealt with so far is based on the assumption that the subsoil is isotropic and homogeneous to a considerable depth. In nature, soil is generally non-homogeneous with mixtures of sand, silt and clay in different proportions. In…

La mejor aplicación para el análisis de estabilidad de taludes – Slope Geostru

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STUDY ON THE STABILITY OF ROAD FILL EMBANKMENT

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