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Bearing Capacity Analysis of Pavements

机译:路面承载力分析

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摘要

A multilayered, mathematical model for analyzing the ultimate bearing capacity of211u001esoil subgrades and asphalt pavements is presented. Theoretical considerations and 211u001emathematical derivations of limit equilibrium equations, based on plasticity 211u001eprinciples, for analyzing the ultimate bearing capacity of soil subgrades and 211u001epartially completed asphalt pavements, and the extension of these equations to 211u001ethe analyses of asphalt pavements composed of multiple layers, are presented. 211u001eTheoretical derivations of the shear surface selected for the model analyses is

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