within sand where N60 is 20. Using Eq. (10.14), estimate the elastic settlement when the net applied pressure is 250 kN/m².
within sand where N60 is 20. Using Eq. (10.14), estimate the elastic settlement when the net applied pressure is 250 kN/m².
Principles of Foundation Engineering (MindTap Course List)
9th Edition
ISBN:9781337705028
Author:Braja M. Das, Nagaratnam Sivakugan
Publisher:Braja M. Das, Nagaratnam Sivakugan
Chapter9: Settlement Of Shallow Foundations
Section: Chapter Questions
Problem 9.6P
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Question
![A 12 m × 9 m mat foundation is placed at a depth of 3 m
within sand where N60 is 20. Using Eq. (10.14), estimate the
elastic settlement when the net applied pressure is 250 kN/m².](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F8a62954a-e5df-440c-8ab7-9004b7f37a0b%2F9ee7398e-50ec-4811-b97c-f91ae20348ea%2Fkcomjv_processed.png&w=3840&q=75)
Transcribed Image Text:A 12 m × 9 m mat foundation is placed at a depth of 3 m
within sand where N60 is 20. Using Eq. (10.14), estimate the
elastic settlement when the net applied pressure is 250 kN/m².
![Se
Ina (kN/m³) =
0.08
25
D
1 + 0.33
B
[S,(mm)"
(10.14)
0.08|
25
< 0.67Ng[S,(mm)]](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F8a62954a-e5df-440c-8ab7-9004b7f37a0b%2F9ee7398e-50ec-4811-b97c-f91ae20348ea%2F4e0xbx_processed.png&w=3840&q=75)
Transcribed Image Text:Se
Ina (kN/m³) =
0.08
25
D
1 + 0.33
B
[S,(mm)"
(10.14)
0.08|
25
< 0.67Ng[S,(mm)]
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