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Workaholic Humane (Civil Engineering) graduate passionate of Graphic designing and painting.
Have flair for Music and Research work.
Tags
@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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