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SOIL BEARING CAPACITY

METHOD 1

Soil Bearing Capacity with Mayerhoff formula

q ult =

q all = q ult / FS

SF = 3.00

Fou!at"o D"#$%"o &

Foundation Width : B = 100 cm

Foundation Length : L = 100 cm

Foundation Depth : Df = 10 cm

!er"aghi#$ Bearing Capacity Factor$

%c %g %&

0 '( 1'0 0'0

(') 1'* 0'

10 +'* ,'( 1',

1 1,'+ -'- ,'

,0 1('( ('- '0

, ,'1 1,'( +'(

)0 )(', ,,' 1+'(

) ('. -1'- -,'-

-0 +'( .1') 100'-

Bore/ole Depth m 2$

'

%c %g %&Df B

3g4cm, cm cm

BH()* 1'0 5 1' ,'+ 0'*) 1'-. *'1( 1'1. 0'1 10 10

1+3 . ' . N' , -. D . Nq , 0+ . -. B . N-

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METHOD )

Soil 6earing capacity with !er"aghi formula

qult = , 0.3 q' (((( 7efer to B8WL9S e&uation -51(a age ,,) For Clay

SF = 3.00

Depth (m)

BH-26 (Grissik Area)

q ult qall

0.00 0 5.00 1.67

-0.20 7 7.38 2.46

-0.40 8 7.72 2.57

-0.60 0 8.40 2.80

-0.80 5 0.0 3.37

-.00 8 .2 3.71

-.20 20 .80 3.93

-.40 25 3.50 4.50

-.60 2 2.4 4.05

METHOD 3

Ba$e on $oil in;e$tigation report document no' /,50,5L252L575C500-< $ection -' page -) of --< ta6el 1(' Soil 6earing capacity a$ 6elow :

&ult = *1'0 %4m,

= '(, 3g4cm,

SF = )'00

&a = &ult4SF= 1'+1 3g4cm,

CONCL2SION

Ta$ qall %o"l 4$a5"- 'a6a'"t7 = 1.8)

!"#e $esist(k%&'m2) (k%&'m2) (k%&'m2)

9-/'#):

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lt & all

1'(- 1'(, 1(',

ton4m, 3g4cm, ton4m,

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