Q-2) A (2 m) wide square footing is to be embedded at (1.5 m) below ground surface. Consider the groundwater table to be very deep. The variations of (y) and (q.) with depth are presented in Table below. The foundation is designed for a gross safe pressure of (250 kPa). Predict the footing immediate settlement (10 years) after the construction, using Schmertmann's method. [Answer = 34.4 mm]. Depth below G.S (m) 0-2 2-5 5 and below y (kN/m³) qe (kPa) 18 6000 17 5000 19 7500
Q-2) A (2 m) wide square footing is to be embedded at (1.5 m) below ground surface. Consider the groundwater table to be very deep. The variations of (y) and (q.) with depth are presented in Table below. The foundation is designed for a gross safe pressure of (250 kPa). Predict the footing immediate settlement (10 years) after the construction, using Schmertmann's method. [Answer = 34.4 mm]. Depth below G.S (m) 0-2 2-5 5 and below y (kN/m³) qe (kPa) 18 6000 17 5000 19 7500
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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![Q-2) A (2 m) wide square footing is to be embedded at (1.5 m) below ground surface.
Consider the groundwater table to be very deep. The variations of (y) and (q.)
with depth are presented in Table below. The foundation is designed for a gross safe
pressure of (250 kPa). Predict the footing immediate settlement (10 years) after the
construction, using Schmertmann's method. [Answer = 34.4 mm].
Depth below G.S (m)
0-2
2-5
5 and below
y (kN/m³) qc (kPa)
18
6000
17
5000
19
7500](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2Fd606e3b0-cea3-48c8-b466-7e9b1c42bb1e%2Fb919bb1c-c9b9-444b-afff-e55d3595e949%2Fbuiaym_processed.jpeg&w=3840&q=75)
Transcribed Image Text:Q-2) A (2 m) wide square footing is to be embedded at (1.5 m) below ground surface.
Consider the groundwater table to be very deep. The variations of (y) and (q.)
with depth are presented in Table below. The foundation is designed for a gross safe
pressure of (250 kPa). Predict the footing immediate settlement (10 years) after the
construction, using Schmertmann's method. [Answer = 34.4 mm].
Depth below G.S (m)
0-2
2-5
5 and below
y (kN/m³) qc (kPa)
18
6000
17
5000
19
7500
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