The article "The Undrained Strength of Some Thawed Permafrost Soils"† contained the accompanying data on the following. y = shear strength of sandy soil (kPa) x 1 = depth (m) x 2 = water content (%)...


The article "The Undrained Strength of Some Thawed Permafrost Soils"† contained the accompanying data on the following.



  • y = shear strength of sandy soil (kPa)


  • x
    1 = depth (m)


  • x
    2 = water content (%)


The predicted values and residuals were computed using the estimated regression equation


ŷ = −152.62 − 16.16x1 + 13.58x2 + 0.091x3 − 0.255x4 + 0.492x5


wherex
3 =x
1
2,x
4 =x
2
2, andx
5 =x
1
x
2.














































































































y

x
1

x
2
Predictedy
Residual
14.78.831.623.49
−8.79

48.036.527.146.32
1.68

25.636.726.027.19
−1.59

10.06.239.011.43
−1.43

16.07.039.313.92
2.08

16.86.838.415.63
1.17

20.77.433.823.50
−2.80

38.88.333.725.16
13.64

16.96.427.815.64
1.26

27.08.133.224.52
2.48

16.04.626.415.49
0.51

24.910.037.929.72
−4.82

7.33.034.715.15
−7.85

12.82.136.38.34
4.46



(a)


Use the given information to calculate SSResid, SSTo, and SSRegr. (Round your answers to four decimal places.)

SSTo=SSResid=SSRegr=




(b)


CalculateR
2 for this regression model. (Round your answer to three decimal places.)


R
2 =



(c)


Use the value ofR
2 from part (b) and a 0.05 level of significance to carry out a model utilityF test.

Calculate the test statistic and calculate the P-value. (Round your answer to two decimal places.)


F =



P-value =






Jun 09, 2022
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