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(Solved) BEARING CAPACITY OF SHALLOW FOUNDATIONS Terzaghi and Vesic Methods Date Identification April 23, 2017 Example 6.4 Input Results Units of Measurement...


2)     Keep the width of the foundation as 1.2m, change the embedment depth to 0.1m, 0.3m, 0.5m, 0.7m, 1m, 2m, 3m and 4m

a.      Use the spreadsheet #1 to calculate the SF for bearing capacity. Plot your result in a chart with the embedment depth as the x axis and SF as the y axis. Discuss the trend of the points.

b.     Use the spreadsheet #2 to calculate the consolidation settlement. Plot your result in a chart with the embedment depth as the x axis and settlement as the yaxis. Discuss the trend of the points.

BEARING CAPACITY OF SHALLOW FOUNDATIONS
Terzaghi and Vesic Methods
Date
Identification April 23, 2017
Example 6.4 Input Results
Units of Measurement
SI SI or E
Foundation Information
Shape
B=
L=
D=
Soil Information
c=
phi =
gamma =
Dw =
Factor of Safety
F= Copyright 2000 by Donald P. Coduto SQ SQ, CI, CO, or RE
1.6 m
m
2m 10 kPa
40 deg
18 kN/m^3
2m 3 Terzaghi
Bearing Capacity
q ult =
4,807 kPa
qa=
1,602 kPa
Allowable Column Load
P=
4,102 kN Unit conver 1 Gamma w
9.8
phi (radian 0.698132 Vesic
7,391 kPa
2,464 kPa 6,307 kN Terzaghi Computations
a theta = 5.388036
Nc =
95.66
Nq =
81.27
N gamma = 121.45
gamma' =
8.2
coefficient
1.3
coefficient
0.4
sigma zD'
36 Vesic Computation
Nc =
75.31
sc =
1.85
dc =
1.36
Nq =
64.20
sq =
1.84
dq =
1.19
N gamma = 109.41
s gamma =
0.60
d gamma =
1.00
B/L =
1
k=
0.896055
W sub f 0

 


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