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 8, Part 1: Analysis of Distress
A 120-in.- (3.05-m-) diameter, 12-gauge, structural plate pipe, embedded in a highway embankment under 188 ft (57 m) of overfill, was carefully observed during the course of fill construction. Excerpts from the field research coordinator's diary, photographs and measurements of diameters and peripheral chords are used to establish overfills at which significant types of distress were observed.
Proof Testing of a Structural Plate Pipe with Varying Bedding and Backfill Parameters. Section 8, Part 1: Analysis of Distress
A 120-in.- (3.05-m-) diameter, 12-gauge, structural plate pipe, embedded in a highway embankment under 188 ft (57 m) of overfill, was carefully observed during the course of fill construction. Excerpts from the field research coordinator's diary, photographs and measurements of diameters and peripheral chords are used to establish overfills at which significant types of distress were observed.
Proof Testing of a Structural Plate Pipe with Varying Bedding and Backfill Parameters. Section 8, Part 1: Analysis of Distress
R. E. Davis (Autor:in) / P. Lim (Autor:in)
1982
288 pages
Report
Keine Angabe
Englisch