9.8 A plan calls for a square foundation measuring 3 m x 3 m supported by a layer of sand (see Figure 9.7). Let D, 1.5 m, t 0.25 m, E 16,000 kN/m2, k 400 kN/m2/m, , 0.3, H 20 m, E 15 X 10° kN/m2, and go- 150 kN/m2. Calculate the elastic settlement. Use Eq. (9.27).
9.8 A plan calls for a square foundation measuring 3 m x 3 m supported by a layer of sand (see Figure 9.7). Let D, 1.5 m, t 0.25 m, E 16,000 kN/m2, k 400 kN/m2/m, , 0.3, H 20 m, E 15 X 10° kN/m2, and go- 150 kN/m2. Calculate the elastic settlement. Use Eq. (9.27).
Principles of Foundation Engineering (MindTap Course List)
8th Edition
ISBN:9781305081550
Author:Braja M. Das
Publisher:Braja M. Das
Chapter5: Ultimate Bearing Capacity Of Shallow Foundations: Special Cases
Section: Chapter Questions
Problem 5.8P
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subject : Geotechnical Design
Book : PRINCIPLE OF FOUNDATION ENGINEERING
![9.8 A plan calls for a square foundation measuring 3 m x 3 m
supported by a layer of sand (see Figure 9.7). Let D, 1.5 m,
t 0.25 m, E 16,000 kN/m2, k 400 kN/m2/m,
, 0.3, H 20 m, E 15 X 10° kN/m2, and go-
150 kN/m2. Calculate the elastic settlement. Use Eq. (9.27).](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F4993b414-a52b-4318-b981-fb4926dbe79c%2F13591039-508d-4f6f-b710-176ae55ebd5e%2F2p1n52.jpeg&w=3840&q=75)
Transcribed Image Text:9.8 A plan calls for a square foundation measuring 3 m x 3 m
supported by a layer of sand (see Figure 9.7). Let D, 1.5 m,
t 0.25 m, E 16,000 kN/m2, k 400 kN/m2/m,
, 0.3, H 20 m, E 15 X 10° kN/m2, and go-
150 kN/m2. Calculate the elastic settlement. Use Eq. (9.27).
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