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This document outlines the copyright terms for a thesis on the stress-strain behavior of Hong Kong soils, emphasizing that it is for research or private study only. The thesis presents a methodology for minimizing disturbance during specimen formation and details experimental findings on granitic saprolite and alluvium. It also discusses the development and evaluation of constitutive models for these soils, highlighting the significance of small-strain stiffness in finite-element analyses.

Author

3313243450

Language

EN