A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
The Short Term Failure Criterion for Seattle Clays
The short term strengths of Seattle soils when sheared under stress or strain controlled tri-axial testing indicate that points of peak deviator stress, maximum pore pressure, minimum volume and minimum principal effective stress coincide at the same strain level for consolidated undrained strain-controlled tests. For undisturbed Seattle clays either the maximum deviator stress or the maximum principal effective stress ratio failure criterion may be used for strain-controlled tests. (Author)
The Short Term Failure Criterion for Seattle Clays
The short term strengths of Seattle soils when sheared under stress or strain controlled tri-axial testing indicate that points of peak deviator stress, maximum pore pressure, minimum volume and minimum principal effective stress coincide at the same strain level for consolidated undrained strain-controlled tests. For undisturbed Seattle clays either the maximum deviator stress or the maximum principal effective stress ratio failure criterion may be used for strain-controlled tests. (Author)
The Short Term Failure Criterion for Seattle Clays
M. A. Sherif (author) / M. J. Wu (author)
1968
113 pages
Report
No indication
English
A Failure Criterion for Intact and Fissured Clays
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The Dynamic Shear Behavior of Seattle Clays
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Flow and Fracture Properties of Seattle Clays
| NTIS | 1965