Q3-From the unit weight et of gravelsample,the fllonsing data were bianed. Weight o the compicied gravel(S$.D)-16 kg, Weightof the loose £raveliS S D)=15.3 k. Volume of e measure= 0,01 ', Bulk specific gravieyof the ravel=2 S4, Absoption of gerogate= 1 6%, Caeulate the ollowinzs: Compacted Unit Weight, Lose Uit Wea, Compactd and lose uit weight n sy condition Percentage of voids conent i aggregaie vsing compacied Unit Weight

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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Q3-From the unit weight et of gravelsample,the fllonsing data were bianed. Weight o the compicied gravel(S$.D)-16 kg, Weightof the loose £raveliS S D)=15.3 k. Volume of e measure= 0,01 ', Bulk specific gravieyof the ravel=2 S4, Absoption of gerogate= 1 6%, Caeulate the ollowinzs: Compacted Unit Weight, Lose Uit Wea, Compactd and lose uit weight n sy condition Percentage of voids conent i aggregaie vsing compacied Unit Weight
Q3-From the unit weight test of gravel sample, the following data were obtained
Weight of the compacted gravel(S.S.D)=16 kg. Weight of the loose
gravel(S.S.D)=15.3 kg. Volume of the measure= 0.01 m', Bulk specific gravity of the
gravel=2.54, Absorption of aggregate= 1.6%, Calculate the followings: Compacted
Unit Weight, Loose Unit Weight, Compacted and loose unit weight in dry condition,
Percentage of voids content in aggregate using compacted Unit Weight
Transcribed Image Text:Q3-From the unit weight test of gravel sample, the following data were obtained Weight of the compacted gravel(S.S.D)=16 kg. Weight of the loose gravel(S.S.D)=15.3 kg. Volume of the measure= 0.01 m', Bulk specific gravity of the gravel=2.54, Absorption of aggregate= 1.6%, Calculate the followings: Compacted Unit Weight, Loose Unit Weight, Compacted and loose unit weight in dry condition, Percentage of voids content in aggregate using compacted Unit Weight
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