A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Overconsolidated Clays: Shales
The 10 papers in this report deal with the following areas: slope stability in the Washington, D.C. area: cretaceous clays; design of cut slopes in overconsolidated clays; failure of slopes in weathered overconsolidated clay; standardized tests for compacted shale highway embankments; slaking modes of geologic materials and their impact on embankment stabilization; statistical analysis of shale durability factors; relevance of durability testing of shales to field behavior; prediction of soil properties from simple indices; field evaluation of rapid data collection system for rock slope stability analysis; and, the Malibu landslide.
Overconsolidated Clays: Shales
The 10 papers in this report deal with the following areas: slope stability in the Washington, D.C. area: cretaceous clays; design of cut slopes in overconsolidated clays; failure of slopes in weathered overconsolidated clay; standardized tests for compacted shale highway embankments; slaking modes of geologic materials and their impact on embankment stabilization; statistical analysis of shale durability factors; relevance of durability testing of shales to field behavior; prediction of soil properties from simple indices; field evaluation of rapid data collection system for rock slope stability analysis; and, the Malibu landslide.
Overconsolidated Clays: Shales
J. Schnabel (author) / F. Grefsheim (author) / V. C. McGuffey (author) / J. G. Laguros (author) / S. Kumar (author)
1982
72 pages
Report
No indication
English
Rational design treatment of slides in overconsolidated clays and clay shales
| British Library Online Contents | 1993
Rational design treatment of slides in overconsolidated clays and clay shales
| Online Contents | 1993
Peak strength of overconsolidated clays
| British Library Online Contents | 2007