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 I (Volume 1). Introduction, Historical Background, Project Description and Instrumentation
A grossly underdesigned, 84-in.(213-cm) reinforced concrete, dummy culvert was placed in the same highway embankment with a functional, 96-in.(244-cm), prestressed concrete pipe. Maximum overfills were 183 ft (56 m) and 200 ft (61 m), respectively. Backfill parameters were varied in ten zones of the dummy pipe. Eight zones in the R/C pipe and one in the P/C pipe were instrumented with soil stressmeters, strain gauges and displacement-measuring devices. An unloaded segment of the P/C pipe was also instrumented as a control segment. Instrumentation was monitored at frequent intervals during fill construction. Section I of the report details the historical background, objectives and description of the research project, and details of instrumentation.
Rigid Pipe Proof Testing Under Excess Overfills with Varying Backfill Parameters. Section I (Volume 1). Introduction, Historical Background, Project Description and Instrumentation
A grossly underdesigned, 84-in.(213-cm) reinforced concrete, dummy culvert was placed in the same highway embankment with a functional, 96-in.(244-cm), prestressed concrete pipe. Maximum overfills were 183 ft (56 m) and 200 ft (61 m), respectively. Backfill parameters were varied in ten zones of the dummy pipe. Eight zones in the R/C pipe and one in the P/C pipe were instrumented with soil stressmeters, strain gauges and displacement-measuring devices. An unloaded segment of the P/C pipe was also instrumented as a control segment. Instrumentation was monitored at frequent intervals during fill construction. Section I of the report details the historical background, objectives and description of the research project, and details of instrumentation.
Rigid Pipe Proof Testing Under Excess Overfills with Varying Backfill Parameters. Section I (Volume 1). Introduction, Historical Background, Project Description and Instrumentation
R. E. Davis (Autor:in) / F. M. Semans (Autor:in) / D. W. Spannagel (Autor:in) / A. E. Bacher (Autor:in)
1978
125 pages
Report
Keine Angabe
Englisch
Highway Engineering , Civil Engineering , Construction Equipment, Materials, & Supplies , Soil & Rock Mechanics , Culverts , Earth fills , Earth pressure , Field tests , Reinforced concrete , Prestressed concrete , Embankments , Pipes(Tubes) , Instruments , Data acquisition , California , Soil structure interactions