7/25/2019 Light Compaction Test on Sand

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LIGHT COMPACTION TEST :-

VOL. OF MOULD, V (cm^3) =1000

MASS OF MOULD, W (gm) =5058 gm

TYPE OF TEST = LIGT !OMPA!TIO"

"O. OF LAYE#= 3

"O. OF $LOWS= %5

DETE#MI"ATIO

" "O.

1 % 3 & 5 ' 8

MASS OF

MOULD!OMPA!

TED SOIL (gm)

'80 '*%% '' '*51 '*8

0

01

%

0'5 1&

M+ -c-m/+c2 -4

( ) gm

181% 18'& 10* 18*3 1*%%

1*5&

%00 %08*

W 267 1.81

%

1.8& 1.0

*

1.8*

3

1.*%

%

1.*5

&

%.00

%.08

*!9c:4 6- % %% 3& 1% 33 3 * 1*M+ -

c9c:4

-4

10 1%& 1%3 1%0 1%% 11' 1%5 13

M+ -

c9c:427

-4

10& 1%0.

%

11* 115 11' 110 11 1%'

M+ - + 3 3.8 & 5 ' ' 8 11M+ -

c9c:4

&& &' &3 &0 3* &' &* &%

M+ - 27

-4

'0 5 ' 5 '& '8 8&

W+ c-66(;)

5 5.1 5.% '.' .8 *.3 11. 13.0*

D7 267 1.% 1.5 1.'% 1. 1.8 1.* 1.*8 1.8&

5

7/25/2019 Light Compaction Test on Sand

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% & ' 8 10 1% 1&

0

0.5

1

1.5

%

%.5