m) that should carry a load of 3600kN, what is the estimated settlement of the

Principles of Foundation Engineering (MindTap Course List)
9th Edition
ISBN:9781337705028
Author:Braja M. Das, Nagaratnam Sivakugan
Publisher:Braja M. Das, Nagaratnam Sivakugan
Chapter7: Ultimate Bearing Capacity Of Shallow Foundations: Special Cases
Section: Chapter Questions
Problem 7.4P: In Problem 7.3, if no bedrock was present for at least 4 m below the foundation, determine the...
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Please round to the nearest One (i.e., 1). No Comma!
The results of a plate-load test in a clay soil are shown below. The size of the plate is 0.58m x 0.58m. If a square
column foundation (3m x 3m) that should carry a load of 3600kN, what is the estimated settlement of the
foundation?
2
Load/unit area Settlement
(mm)
6
9
13
20
29
F1
(KN/m²)
200
300
400
500
600
.appstate.edu/mod/quiz/summa
Answer=
W
S
F2
mm
#3
20
E
Settlement (mm)
F3
0
10
20
30
40
50
?attempt=3591248&cmid=2510543
60
70
$
4
000
000 F4
R
200
C
Load/unit area (kN/m²)
400
%
5
F5
T
600
MacBook Air
A
F6
800
Y
87
&
F7
▶11
8
FB
Next page
▶▶
1
9
FS
Transcribed Image Text:Please round to the nearest One (i.e., 1). No Comma! The results of a plate-load test in a clay soil are shown below. The size of the plate is 0.58m x 0.58m. If a square column foundation (3m x 3m) that should carry a load of 3600kN, what is the estimated settlement of the foundation? 2 Load/unit area Settlement (mm) 6 9 13 20 29 F1 (KN/m²) 200 300 400 500 600 .appstate.edu/mod/quiz/summa Answer= W S F2 mm #3 20 E Settlement (mm) F3 0 10 20 30 40 50 ?attempt=3591248&cmid=2510543 60 70 $ 4 000 000 F4 R 200 C Load/unit area (kN/m²) 400 % 5 F5 T 600 MacBook Air A F6 800 Y 87 & F7 ▶11 8 FB Next page ▶▶ 1 9 FS
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