Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Proof Testing of a Structural Plate Pipe with Varying Bedding and Backfill Parameters: Section IV. Volume 2. Embankment Soils Analysis by Hardin Model
Soil samples taken from ten differet locations in a highway embankment at the site of the DB Culvert (Route 07-LA-210) were subjected to unconsolidated-undrained triaxial tests at four levels of confining pressure, and results were analyzed using the Hardin soil model. The method provides soil parameters which may be used in the Culvert Analysis and Design Program (CANDE). Comparisons between physical properties determined in this manner and those estimated on the basis of degree of saturation, void ratio, etc., were very poor. Results of the analyses described in this report will be used in studies of soil-structure interaction (e.g., by the finite element method), and this usage will be discussed in future interim reports pertinent to this project.
Proof Testing of a Structural Plate Pipe with Varying Bedding and Backfill Parameters: Section IV. Volume 2. Embankment Soils Analysis by Hardin Model
Soil samples taken from ten differet locations in a highway embankment at the site of the DB Culvert (Route 07-LA-210) were subjected to unconsolidated-undrained triaxial tests at four levels of confining pressure, and results were analyzed using the Hardin soil model. The method provides soil parameters which may be used in the Culvert Analysis and Design Program (CANDE). Comparisons between physical properties determined in this manner and those estimated on the basis of degree of saturation, void ratio, etc., were very poor. Results of the analyses described in this report will be used in studies of soil-structure interaction (e.g., by the finite element method), and this usage will be discussed in future interim reports pertinent to this project.
Proof Testing of a Structural Plate Pipe with Varying Bedding and Backfill Parameters: Section IV. Volume 2. Embankment Soils Analysis by Hardin Model
R. E. Davis (Autor:in) / F. M. Semans (Autor:in) / D. W. Spannagel (Autor:in)
1978
285 pages
Report
Keine Angabe
Englisch