A regression analysis predicts the undrained shear strength (kPa) of a sandy soil based on depth (m) a content (%). Assess the current model and propose improvements if necessary. (need to show TWO one for the coefficients and another for the goodness-of-fit) Use alpha = 5% %3D Shear Water Content Strength (Kra) 14.70 (%) 31.50 Depth (m) 8.90 SUMMARY OUTPUT
A regression analysis predicts the undrained shear strength (kPa) of a sandy soil based on depth (m) a content (%). Assess the current model and propose improvements if necessary. (need to show TWO one for the coefficients and another for the goodness-of-fit) Use alpha = 5% %3D Shear Water Content Strength (Kra) 14.70 (%) 31.50 Depth (m) 8.90 SUMMARY OUTPUT
MATLAB: An Introduction with Applications
6th Edition
ISBN:9781119256830
Author:Amos Gilat
Publisher:Amos Gilat
Chapter1: Starting With Matlab
Section: Chapter Questions
Problem 1P
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Transcribed Image Text:A regression analysis predicts the undrained shear strength (kPa) of a sandy soil based on depth (m) and water
content (%). Assess the current model and propose improvements if necessary. (need to show TWO assessments:
one for the coefficients and another for the goodness-of-fit) Use alpha = 5%
Shear
Water
Strength
(Kra)
14.70
Content
(%)
31.50
Depth
(m)
8.90
SUMMARY OUTPUT
48.00
25.60
27.00
36.60
Regression Statistics
Multiple R
R Square
Standard Error
25.90
36.80
10.00
39.10
6.10
0.67
0.45
16.00
16.80
39.20
38.30
6.90
6.90
9.02
14.00
20.70
33.90
7.30
Observations
38.80
33.80
8.40
16.90
27.90
6.50
Standard
Coefficients
t Stat
0.6210
27.00
33.10
Error
P-value
8.00
4.50
0.5473
0.0327
14.2366
Intercept
Depth (m)
Water Content (%)
22.9252
0.2724
16.00
26.30
0.6652
-0.0102
24.90
37.80
9.90
2.4415
0.6321
-0.0161
0.9875
7.30
12.80
34.60
2.90
36.40
2.00
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