@iitdelhi @geotechnical engineering @civil engineering @ug lab @soil labs @cohesion @is 2720 @dhanauri clay @undrained shear strength @badarpur sand @uglab @ astm d7181-11 @is: 2720 (part 12):1981 @is: 2720 (part 11):1993 @ dilative response @cd tests @saturation value ‘b’ @yamuna river sand @stress-strain relationships @consolidated drained (cd) triaxial test @shear strength parameters @shear strength @failure plane @mohr circle @unconsolidated undrained test @uu test @e logp curve @void ratio @square root of time @root mean square @curve fitting @consolidation test @is 2720 part 15 @is 2-1960 @vane test @lab vane shear test @resistivity @array @wenner arrangement @schlumberger arrangement @electrical resistivity tomography @engineering @is 15736: 2007 @yamuna sand @astm d 3080 - 04 @floating box test @direct shear test @is: 11229-1985 @angle of shearing resistance @iit @semilog curve @is: 9259-1979 @astm d 4318 @plastic limit @liquid limit @atterberg limits test @standard proctor test @proctor compaction test @maximum void ratio @minimum void ratio @maximum density @minimun density
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