00235859

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http://onlinepubs.trb.org...s/hrr/1970/323/323-009.pdf

STATISTICAL PROCEDURES ARE USED TO DESCRIBED CONSOLIDATION DATA FROM VARIOUS TYPES OF COMPRESSIBLE, FINE-GRAINED SOILS, AND AN APPROXIMATE METHOD IS DEVELOPED TO ESTIMATE CONSOLIDATION SETTLEMENTS. THE SUGGESTED TECHNIQUE IS PRESENTED IN GRAPHICAL FORM AND IS ILLUSTRATED BY SEVERAL EXAMPLE PROBLEMS. /AUTHOR/

Paper sponsored by Committee on Construction Practice--Earthwork. Distribution, posting, or copying of this PDF is strictly prohibited without written permission of the Transportation Research Board of the National Academy of Sciences. Unless otherwise indicated, all materials in this PDF are copyrighted by the National Academy of Sciences. Copyright © National Academy of Sciences. All rights reserved

01410262

pp 87-96

1970

Highway Research Record

Print

Figures (8) ; References (5)

Approximation (Mathematics); Compressibility; Consolidation; Consolidations; Embankments; Fine grained soils; Foundation soils; Graphics; Settlement (Structures); Soils; Statistical analysis

Soil consolidation

Data and Information Technology; Geotechnology; Highways

TRIS, TRB

May 3 1971 12:00AM

• APPLICATION OF PLASTICITY THEORY TO SLOPE STABILITY PROBLEMS
• COEFFICIENT OF EARTH PRESSURE AT REST AS RELATED TO SOIL PRECOMPRESSION RATIO AND LIQUID LIMIT
• CONTROL AND PERFORMANCE DURING CONSTRUCTION OF A HIGHWAY EMBANKMENT ON WEAK SOILS
• DYNAMIC BEHAVIOR OF EMBEDDED FOUNDATION-SOIL SYSTEMS
• EVALUATION OF ROCK SLOPE PROTECTION MATERIAL
• GEOLOGIC SETTING OF LANDSLIDES ALONG SOUTH SLOPE OF PINE MOUNTAIN, KENTUCKY
• PHOTOELASTIC AND FINITE ELEMENT ANALYSIS OF EMBANKMENTS CONSTRUCTED OVER SOFT SOILS
• STABILITY OF SLOPES LOADED OVER A FINITE AREA