DIRECT - READING NOMOGRAMS FOR DESIGN OF ANCHORED SHEET - PILE RETAINING WALLS
TWO NOMOGRAMS BASED ON THE EQUIVALENT BEAM METHOD ARE GIVEN. THESE ARE INTENDED FOR THE DIRECT DESIGN OF ANCHORED SHEET-PILE RETAINING WALLS IN COHESIONLESS HOMOGENEOUS SOILS HAVING PHI = 30 OR 35 DEGREES THROUGHOUT. AN EXAMPLE IS GIVEN TO SHOW THE METHOD OF USING THE NOMOGRAMS. /RRL/
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Supplemental Notes:
- Vol 64, No 757, PP 753-755, 2 FIG
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Authors:
- Cornfield, G M
- Publication Date: 1969-8
Media Info
Subject/Index Terms
- TRT Terms: Anchoring; Coefficient of internal friction; Design; Granular soils; Homogeneity; Homogeneous soils; Nomographs; Retaining walls; Sand; Sheet piling; Soils
- Old TRIS Terms: Equivalent beam method
- Subject Areas: Design; Geotechnology; Highways;
Filing Info
- Accession Number: 00234976
- Record Type: Publication
- Source Agency: Road Research Laboratory /UK
- Files: TRIS
- Created Date: Jun 29 1971 12:00AM