Df = 4.00 m

B = 30.00 m

L = 33.00 m

H = 30.00 m

Dw = 10.00 m

w =9.81

KN/m3

SOIL PARAMETERS FOR DESIGN PURPOSES

SOIL PARAMETERS FOR DESIGN PURPOSESSOIL PARAMETERS FOR DESIGN PURPOSES

SOIL PARAMETERS FOR DESIGN PURPOSES

From laboratory test data, the shear strength of CDG are listed below

c (kPa) 3.12 3.65 4.15 4.98 3.56 4.26 3.69

f' (

o

)

38.7 40.8 40.9 41.5 39.5 38.3 36.3

Mat. c (KPa) (degree)

(KN/m3)

Fill

1.50

33.00 19.00

CDG

3.92

39.43 19.00

qu = qc + qq+q

qc= cNcFcsFcdFci qq = qNqFqsFqdFqi q = 1/2BNFsFdFi

qc = 532.53 KPa qq = 6,524.66 KPa q = 20,314.66 KPa

c = 3.92 KPa q = 76.00 KPa = 11.15 KPa

Nc = 70.94 Nq = 59.33 N = 83.92

Fcs = 1.81 Fqs = 1.41 B = 30.00

Fcd = 1.06 Fqd = 1.03 Fs = 1.41

Fci = 1.00 Fqi = 1.00 Fd = 1.03

Fqi = 1.00

qu = 27,371.85 KPa FS = 3.00 qua =

qua =qua =

qua = 9,123.95

9,123.959,123.95

9,123.95

KPa

KPaKPa

KPa

ASSIGNMENT 1 - SHALLOW FOUNDATION HAMZA NADEEM -

ASSIGNMENT 1 - SHALLOW FOUNDATION HAMZA NADEEM - ASSIGNMENT 1 - SHALLOW FOUNDATION HAMZA NADEEM -

ASSIGNMENT 1 - SHALLOW FOUNDATION HAMZA NADEEM -

2010539786

20105397862010539786

2010539786

CIVL6027 Foundation engineering

CIVL6027 Foundation engineering CIVL6027 Foundation engineering

CIVL6027 Foundation engineering

Mean strength parameters

3.92

39.4

Strength

(95% Probability Exceedence

2.92

36.4

(1) Use the Meyerhof method to calculate the ultimate bearing capacity of the raft foundation and the allowable bearing capacity (FS=3).

(1) Use the Meyerhof method to calculate the ultimate bearing capacity of the raft foundation and the allowable bearing capacity (FS=3). (1) Use the Meyerhof method to calculate the ultimate bearing capacity of the raft foundation and the allowable bearing capacity (FS=3).

(1) Use the Meyerhof method to calculate the ultimate bearing capacity of the raft foundation and the allowable bearing capacity (FS=3).

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