4.6 A surcharge of 195kN/m² was applied over a circular area of diameter 3m, as shown in Figure P4.3. Estimate the height of water hy that a piezometer would show immediately after the application of the surcharge. Assume that A≈ 0.65 and v=0.5. Center line Im +3m-M Figure P4.3 195 kN/m² Sand Clay Sand
4.6 A surcharge of 195kN/m² was applied over a circular area of diameter 3m, as shown in Figure P4.3. Estimate the height of water hy that a piezometer would show immediately after the application of the surcharge. Assume that A≈ 0.65 and v=0.5. Center line Im +3m-M Figure P4.3 195 kN/m² Sand Clay Sand
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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![4.6 A surcharge of 195kN/m² was applied over a circular area of diameter 3m, as shown in
Figure P4.3. Estimate the height of water hy that a piezometer would show immediately after the
application of the surcharge. Assume that A≈ 0.65 and v=0.5.
3 m
1.5 m
Center line
--3m-M
M
Figure P4.3
195 kN/m
1.5 m
O.W.T.
h
Sand
CANCE
Clay
PORTAY
Sand](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2Fe38bbf6b-f72d-45f6-b779-5783494b3fda%2F98ce57d4-68bb-4ce1-951e-8a1745e076cc%2Fo9sic5_processed.jpeg&w=3840&q=75)
Transcribed Image Text:4.6 A surcharge of 195kN/m² was applied over a circular area of diameter 3m, as shown in
Figure P4.3. Estimate the height of water hy that a piezometer would show immediately after the
application of the surcharge. Assume that A≈ 0.65 and v=0.5.
3 m
1.5 m
Center line
--3m-M
M
Figure P4.3
195 kN/m
1.5 m
O.W.T.
h
Sand
CANCE
Clay
PORTAY
Sand
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