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mass and volume of saturated were 29.8gm and 17.7cm3. oven drying the mass got reduced 19gm and volume 18.9cm3 fine shrinkage limit. shrinkage ratio and volumetric shrinkage. compute G soil
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Given:- M1=29.8gm

Md=19gm

v1=17.7cm3

vd=8.9cm3

mw=m1md=29.8-19=10.8gm enter image description here

Vw=volumeoccupiedbywater=10.8cm3

vs,volumeoccupiedbysolids=17.710.8=6.9cm3

W1=mwmd=10.819×100=56.84%

G=sssw=ms/vssw=19/6.9y=2.76

on drying vw=8.96.8=2cm3

Shrinking limit, w_{s}=\frac{m_{w}}{m_{d}}

=219×100=10.53

SR=(v1v2)v2×100w1ws

(17789)8.9×100(56.8410.63)

SR=213.49

Vs=SR(w1ws)100=219.49(56.8410.53)100

Vs=98.64

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