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What is Temporary Slope Stability in London Clay about?

The document discusses the temporary stability of deep excavation slopes cut in London Clay. It aims to use numerical analysis to optimize slope geometry for a maximum steepness and minimum excavation. The analysis is calibrated based on case histories of temporary slope failures. The constitutive model for London Clay and predictions of its behavior are presented. Permeability is shown to decrease non-linearly with effective stress.

Author

Yesyurun Setyanisa

Language

EN