embankmentaf 15%AnContonttelf afdatacompactedwasat amaistureIts densitycutercallected :was determinedandthe fallowingaCarewasEmphyweight of Jhe1200 gmcutterwhen it is fallafWelght afSoil- 3 2,00Valumethecukter- Lovo CCYoulkdensityandSaturationCalculateRercentageembankmentrains, thenand satemkankment . If theaf JheLecomesdeterminefully saturatedmaisturedue JocontentitsG = 2.70

Finding out bulk density by core cutter method.

An embankment compacted Its density was at a was delermined the fallowing maisture Content helf af data of 15% Care cuter and was callected weight of he cubter cutter Emply 1200 gm 1. when it is ball af Welght af Soil -3 2,00 Valume the cukter - Lovo C Yulk density and saturation Calculate percentage embankment. If the af embankment rains, then and fsat the hecomos de termine fully saturated maisture due Jo content its G = 2.7o

An embankment compacted Its density was at a was delermined the fallowing maisture Content helf af data of 15% Care cuter and was callected weight of he cubter cutter Emply 1200 gm 1. when it is ball af Welght af Soil -3 2,00 Valume the cukter - Lovo C Yulk density and saturation Calculate percentage embankment. If the af embankment rains, then and fsat the hecomos de termine fully saturated maisture due Jo content its G = 2.7o

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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