Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Rigid Pipe Proof Testing Under Excess Overfills with Varying Backfill Parameters. Section IV (Volume 1). Analysis of Embankment Materials, Soils by the Kondner-Duncan Model
Twelve soil samples taken at various depths of a deep highway embankment at Cross Canyon, Route 07-LA-210, were analyzed using the Kondner-Duncan soil model, in which stress-strain curves from unconsolidated - undrained triaxial tests are approximated by regression hyperbolae. The report also discusses analyses of three low modulus inclusions placed in the embankment. Results of the analyses were used in the application of finite element analyses to the embankment and two culverts embedded therein.
Rigid Pipe Proof Testing Under Excess Overfills with Varying Backfill Parameters. Section IV (Volume 1). Analysis of Embankment Materials, Soils by the Kondner-Duncan Model
Twelve soil samples taken at various depths of a deep highway embankment at Cross Canyon, Route 07-LA-210, were analyzed using the Kondner-Duncan soil model, in which stress-strain curves from unconsolidated - undrained triaxial tests are approximated by regression hyperbolae. The report also discusses analyses of three low modulus inclusions placed in the embankment. Results of the analyses were used in the application of finite element analyses to the embankment and two culverts embedded therein.
Rigid Pipe Proof Testing Under Excess Overfills with Varying Backfill Parameters. Section IV (Volume 1). Analysis of Embankment Materials, Soils by the Kondner-Duncan Model
R. E. Davis (Autor:in) / F. M. Semans (Autor:in) / D. W. Spannagel (Autor:in) / A. E. Bacher (Autor:in)
1978
290 pages
Report
Keine Angabe
Englisch
Highway Engineering , Civil Engineering , Construction Equipment, Materials, & Supplies , Soil & Rock Mechanics , Culverts , Earth fills , Earth pressure , Field tests , Soil tests , Triaxial tests , Stress strain diagrams , Finite element analysis , Computer programs , Soil mechanics , California , Soil structure interactions , POLYFIT computer program , HP-9810 computers