Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Bearing Capacity and Characterization of Compressible Clayey and Silty Foundation Soils in Oklahoma
This study develops a characterization of alluvial soils in two river systems from the surface down to bedrock. Study sites were located in alluvial deposits where fill settlement is a problem. Continuous undisturbed soil samples were taken. Unconfined compression and consolidation tests were run on the soil layers. The field testing included the standard penetration test. Inclinometers were installed in an attempt to determine if creep existed in the weak soil layers of the alluvium.
Bearing Capacity and Characterization of Compressible Clayey and Silty Foundation Soils in Oklahoma
This study develops a characterization of alluvial soils in two river systems from the surface down to bedrock. Study sites were located in alluvial deposits where fill settlement is a problem. Continuous undisturbed soil samples were taken. Unconfined compression and consolidation tests were run on the soil layers. The field testing included the standard penetration test. Inclinometers were installed in an attempt to determine if creep existed in the weak soil layers of the alluvium.
Bearing Capacity and Characterization of Compressible Clayey and Silty Foundation Soils in Oklahoma
C. J. Hayes (Autor:in)
1980
81 pages
Report
Keine Angabe
Englisch
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