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 VII (Volume 1): Finite Element Analysis
Time-independent analyses of five of ten zones of a dummy reinforced concrete pipe at Cross Canyon are presented. Two finite element computer codes (acronyms REA (for Reinforced Earth Analysis) and CANDE (for Culvert ANalysis and DEsign)) are adapted to special needs of pipe and asymmetrical boundary geometry and nonlinear, incremental, embankment construction. Correlations are established between output results from the finite element codes and certain parameters obtained from the extensive instrumentation at five zones.
Rigid Pipe Proof Testing under Excess Overfills with Varying Backfill Parameters. Section VII (Volume 1): Finite Element Analysis
Time-independent analyses of five of ten zones of a dummy reinforced concrete pipe at Cross Canyon are presented. Two finite element computer codes (acronyms REA (for Reinforced Earth Analysis) and CANDE (for Culvert ANalysis and DEsign)) are adapted to special needs of pipe and asymmetrical boundary geometry and nonlinear, incremental, embankment construction. Correlations are established between output results from the finite element codes and certain parameters obtained from the extensive instrumentation at five zones.
Rigid Pipe Proof Testing under Excess Overfills with Varying Backfill Parameters. Section VII (Volume 1): Finite Element Analysis
P. Roschke (Autor:in)
1982
275 pages
Report
Keine Angabe
Englisch
Highway Engineering , Civil Engineering , Construction Equipment, Materials, & Supplies , Soil & Rock Mechanics , Culverts , Earth fills , Earth pressure , Strain measurement , Bending moments , Soil tests , Internal pressure , Finite element analysis , California , Soil structure interaction , REA computer program , CANDE computer program , Computer applications