Abstract
Results of unconsolidated-undrained triaxial tests, field vane shear tests and cone penetration tests have been used to develop correlations between undrained shear strength and cone resistence for a soft to medium alluvial clay in the Lopez Canyon area of San Diego. The difference in the measured values of shear strength is most likely due to soil anisotropy and/or differences between triaxial and vane shear tests. -from Authors
Original language | English (US) |
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Pages (from-to) | 327-330 |
Number of pages | 4 |
Journal | Unknown Journal |
State | Published - 1990 |
Externally published | Yes |
ASJC Scopus subject areas
- General Environmental Science
- General Earth and Planetary Sciences