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Volume 57, Issue 4
December 1974
Proceedings of the Institution of Civil Engineers Cover Image for Volume 57, Issue 4
Discussion| December 01 1974

DISCUSSION. TECHNICAL NOTE. THE USE OF MULTI-STAGE TRIAXIAL TESTS TO FING THE UNDRAINED STRENGTH PARAMETERS OF STONE BOULDER CLAY. Free

WF ANDERSON;
WF ANDERSON
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AR BOOTH;
AR BOOTH
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MC FORDE
MC FORDE
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Author & Article Information
Publisher: Emerald Publishing
© Thomas Telford and ICE
1974
Proceedings of the Institution of Civil Engineers (1974) 57 (4): 821–823.
https://doi.org/10.1680/iicep.1974.3917

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First page of DISCUSSION. TECHNICAL NOTE. THE USE OF MULTI-STAGE TRIAXIAL TESTS TO FING THE UNDRAINED STRENGTH PARAMETERS OF STONE BOULDER CLAY.
Keywords:
DUFF AND GEDDES, EDINBURGH UNIVERSITY, CHESHIRE COUNTY COUNCIL, MULTI STAGE, UNDRAINED, CLAYS, SENSITIVITY, TRIAXIAL, STRENGTH, STONY, SHEAR, TESTS, PARAMETERS, BOULDER CLAY, SPECIMENS, CHESHIRE, UK
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© Thomas Telford and ICE
1974
AN IMPROVED REPRESENTATION OF FLOODING AND DRYING AND WIND STRESS EFFECTS IN A TWO-DIMENSIONAL TIDAL NUMERICAL MODEL
PARTIAL SHEAR CONNECTION IN COMPOSITE BEAMS FOR BUILDINGS.
MEASUREMENT OF OVERBANK FLOW IN A COMPOUND RIVER CHANNEL.
AN UNSTEADY FLOW BORE MODEL FOR SEDIMENT TRANSPORT IN BROKEN WAVES. PART 1: THE DEVELOPMENT OF THE NUMERICAL MODEL.

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