COOPERATIVE TRIAXIAL SHEAR RESEARCH PROGRAM OF THE CORPS OF ENGINEERS

CONTENTS: INTRODUCTION RESULTS OF THE COOPERATIVE TRIAXIAL RESEARCH PROGRAM SUMMARY OF PROGRAM RESULTS CONCLUSIONS AND RECOMMENDATIONS - COHESIVE SOILS CONCLUSIONS AND RECOMMENDATIONS - COHESIONLESS SOILS GENERAL CONCLLUSIONS AND RECOMMENDATIONS PROGRAM FOR CONTINUATION OF RESEARCH NEEDS DISCLOSED BY PRESENT PROGRAM RECOMMENDED PROGRAM DETAILED RESULTS FOR COHESIONLESS SOILS PROGRAM OF INVESTIGATION RESULTS OF TESTS DISCUSSION OF STRENGTH RESULTS DISCUSSION OF CRITICAL VOID RATIO RESULTS DETAILED RESULTS FOR COHESIVE SOILS WORKING HYPOTHESIS - ABSTRACTS FROM HARVARD PROGRESS REPORT NO. 3, A. CASAGRANDE TESTS ON COHESIVE SOILS RESULTS FOR SATURATED HOMOGENEOUS CLAYS RESULTS FOR PARTIALLY SATURATED COHESIVE SOILS.

• Supplemental Notes:
  • pp 1-178, 76 FIG, 33 TAB, 14 REF, 4 APP
• Corporate Authors:

  U.S. Army Waterways Experiment Station

  3909 Halls Ferry Road
  Vicksburg, MS  United States  39180-6199
• Authors:
  • Rutledge, P C
• Publication Date: 0

Subject/Index Terms

• TRT Terms: Clay; Cohesive soils; Granular soils; Research; Saturated soils; Shear stress; Soil tests; Triaxial shear tests; Void ratios
• Old TRIS Terms: Triaxial shear
• Subject Areas: Geotechnology; Highways; Research;

Filing Info

• Accession Number: 00229164
• Record Type: Publication
• Files: TRIS
• Created Date: Oct 5 1970 12:00AM