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) |
|---|---|
| Pages (from-to) | 327-330 |
| Number of pages | 4 |
| Journal | Unknown Journal |
| State | Published - 1990 |
| Externally published | Yes |
ASJC Scopus subject areas
- Environmental Science(all)
- Earth and Planetary Sciences(all)