Structural Analysis
Structural Analysis
6th Edition
ISBN: 9781337630931
Author: KASSIMALI, Aslam.
Publisher: Cengage,
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Determine the elastic settlement using the Schmertmann method of the 10'x 10' footing as shown
below. Estimate the elastic modulus using Es = 10(N + 15), where Es is in ksf and N is the
corrected SPT value.
Loose sand
Medium
dense sand
Loose sand
Dense sand
Very loose
sand
DEPTH
5°
10'
15'
20'
25'
SPT
10
21
11
15
41
4
Q=250 kips
10' x 10'
0 0.2 0.4 0.6
STRAIN &
Layer 1
Layer 2
Layer 3
Layer 4
Laver 5
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Transcribed Image Text:Determine the elastic settlement using the Schmertmann method of the 10'x 10' footing as shown below. Estimate the elastic modulus using Es = 10(N + 15), where Es is in ksf and N is the corrected SPT value. Loose sand Medium dense sand Loose sand Dense sand Very loose sand DEPTH 5° 10' 15' 20' 25' SPT 10 21 11 15 41 4 Q=250 kips 10' x 10' 0 0.2 0.4 0.6 STRAIN & Layer 1 Layer 2 Layer 3 Layer 4 Laver 5
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