Proof Testing of a Structural Plate Pipe with Varying Bedding and Backfill Parameters. Section 2. Analysis of External Load: Fid-Bau Portal

Fachinformationsdienst BAUdigital

Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik

Proof Testing of a Structural Plate Pipe with Varying Bedding and Backfill Parameters. Section 2. Analysis of External Load

R. E. Davis / F. M. Semans / K. D. Mish

Kyowa, Ormond and Cambridge Contact Soil Stressmeters were placed in an embankment and around the periphery of the 120-in.- (3.05-m-) diameter, 12-gauge, steel, structural plate, DB Culvert under a 188-ft (57-m) overfill. Transducers were scanned periodically as the embankment was constructed. Normal tractions acting at the soil-culvert interface at eight zones of the pipe and tangential tractions at three of those zones have been plotted as functions of overfill. Digitized stresses from these functions have been plotted as profiles at significant overfills and time intervals after fill completion, and interpolated stresses have been established by cubic spline functions. Plots of embankment stresses as functions of overfill are also included.

Zugriff

Zugriff über TIB

Verfügbarkeit in meiner Bibliothek prüfen

Seitennavigation

Dokumentinformationen

Ähnliche Titel

Exportieren, teilen und zitieren

Proof Testing of a Structural Plate Pipe with Varying Bedding and Backfill Parameters. Section 2. Analysis of External Load

R. E. Davis / F. M. Semans / K. D. Mish

Kyowa, Ormond and Cambridge Contact Soil Stressmeters were placed in an embankment and around the periphery of the 120-in.- (3.05-m-) diameter, 12-gauge, steel, structural plate, DB Culvert under a 188-ft (57-m) overfill. Transducers were scanned periodically as the embankment was constructed. Normal tractions acting at the soil-culvert interface at eight zones of the pipe and tangential tractions at three of those zones have been plotted as functions of overfill. Digitized stresses from these functions have been plotted as profiles at significant overfills and time intervals after fill completion, and interpolated stresses have been established by cubic spline functions. Plots of embankment stresses as functions of overfill are also included.

Proof Testing of a Structural Plate Pipe with Varying Bedding and Backfill Parameters. Section 2. Analysis of External Load

R. E. Davis / F. M. Semans / K. D. Mish

Kyowa, Ormond and Cambridge Contact Soil Stressmeters were placed in an embankment and around the periphery of the 120-in.- (3.05-m-) diameter, 12-gauge, steel, structural plate, DB Culvert under a 188-ft (57-m) overfill. Transducers were scanned periodically as the embankment was constructed. Normal tractions acting at the soil-culvert interface at eight zones of the pipe and tangential tractions at three of those zones have been plotted as functions of overfill. Digitized stresses from these functions have been plotted as profiles at significant overfills and time intervals after fill completion, and interpolated stresses have been established by cubic spline functions. Plots of embankment stresses as functions of overfill are also included.

Zugriff

Zugriff über TIB

Verfügbarkeit in meiner Bibliothek prüfen

Seitennavigation

Dokumentinformationen

Ähnliche Titel

Exportieren, teilen und zitieren

Dokumentinformationen

Titel:

Proof Testing of a Structural Plate Pipe with Varying Bedding and Backfill Parameters. Section 2. Analysis of External Load

Beteiligte:

R. E. Davis (Autor:in) / F. M. Semans (Autor:in) / K. D. Mish (Autor:in)

Erscheinungsdatum:

1982

Format / Umfang:

342 pages

Medientyp:

Report

Format:

Keine Angabe

Sprache:

Englisch

Schlagwörter:

Highway Engineering , Civil Engineering , Soil & Rock Mechanics , Culverts , Backfills , Highways , Corrugated metal pipes , Field tess , Stresses , Embankments , Soil pressure , Construction , Settlement(Structural) , Profiles , Graphs(Charts) , Tables(Data)

Ähnliche Titel

Proof Testing of a Structural Plate Pipe with Varying Bedding and Backfill Parameters. Section VI: Analysis of Settlements

M. J. Buchanan / R. E. Davis | NTIS | 1981

Proof Testing of a Structural Plate Pipe with Varying Bedding and Backfill Parameters. Section 3. Analysis of Internal Pipe Strains

K. D. Mish / S. Hashemi-Attar / R. E. Davis | NTIS | 1982

Proof Testing of a Structural Plate Pipe with Varying Bedding and Backfill Parameters. Section 8. Part 2. Analysis of Distress

R. E. Davis / P. Lim | NTIS | 1982

Proof Testing of a Structural Plate Pipe with Varying Bedding and Backfill Parameters. Section 8, Part 1: Analysis of Distress

R. E. Davis / P. Lim | NTIS | 1982

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 / F. M. Semans / D. W. Spannagel | NTIS | 1978