Mexico City soil behavior at different strains: Observations and physical interpretation

J. A. Díaz-Rodríguez*, J. C. Santamarina

*Corresponding author for this work

Research output: Contribution to journalArticlepeer-review

27 Scopus citations

Abstract

The unique mechanical properties of Mexico City soils plot as extreme values on most geotechnical engineering charts. The purpose of this study is to analyze salient properties and to propose conceptual models to explain them. In particular, mechanical parameters synthesized from published laboratory data are systematically organized in terms of strain level. Three strain regions are identified. The threshold strains at the boundaries between these strain regions are examined in terms of microscale processes that participate at different strains.

Original languageEnglish (US)
Pages (from-to)783-789
Number of pages7
JournalJournal of Geotechnical and Geoenvironmental Engineering
Volume127
Issue number9
DOIs
StatePublished - Sep 1 2001

ASJC Scopus subject areas

  • Geotechnical Engineering and Engineering Geology
  • Environmental Science(all)

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