COMPRESSIVE STRENGTH VS. WATER CONTENT CURVE OF UNDISTURBED AND REMOLDED SOILS

THE RELATIONSHIP BETWEEN THE COMPRESSIVE STRENGTH AND WATER CONTENT OF UNDISTURBED AND REMOLDED SAMPLES OF SOIL (CLAY TO SAND INCLUSIVE), TAKEN IN TOKYO AND ITS VACINITY IS DISCUSSED. THE REMOLDED CLAY AND CLAYEY SOIL HAVE A CHARACTERISTIC POINT ON THE COMPRESSIVE STRENGTH VS. WATER CONTENT CURVE, CORRESPONDIG TO A SO-CALLED "CRITICAL WATER CONTENT", WHICH IS IN TURN PROPORTIONAL TO THE LIQUID LIMIT OF THE SOIL. /RRL/AUTHOR/

Subject/Index Terms

Filing Info

  • Accession Number: 00234799
  • Record Type: Publication
  • Source Agency: Road Research Laboratory /UK
  • Files: TRIS
  • Created Date: Apr 12 1971 12:00AM