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This document discusses evaluating the constrained modulus and collapsibility of loess soil from standard penetration tests. It analyzes experimental results from double-oedometer tests and SPTs performed on silty loess. Typical soil behaviors are described, such as decreased modulus and collapsibility when wetted. Correlations between constrained modulus, collapsibility, and SPT blow count N are presented.

Author

santiag987

Language

EN