The soil shown has its properties. A surcharge of 140 kPa is applied at the ground surface. 3. Estimate the primary consolidation settlement of the clay assuming that it is normally consolidated. a. 190 mm c.192 mm b.191 mm d. 193 mm

Structural Analysis
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Chapter2: Loads On Structures
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The soil shown has its properties. A surcharge of 140 kPa is
applied at the ground surface.
3. Estimate the primary consolidation settlement of the clay
assuming that it is normally consolidated.
a. 190 mm
c.192 mm
4. Compute the primary consolidation settlement if the pre-
consolidation pressure is 160 kPa. Assume Cs = 1/5 of Cc
a. 65 mm
c. 38 mm
b.191 mm
d. 193 mm
a. 58.2 mm
b.50 mm
d.76 mm
5. Estimate the settlement after 300 days if the pre-
consolidation pressure is 160 kPa and the coefficient of
consolidation is Cy = 0.002 cm²/sec
b. 57.82 mm
c. 57.2 mm
2m
1.5m
2.5m
AP=140 kPa
ground water table
d. 60 mm
Sand
Clay
Gs=2.75
e-1.2
LL=45
e=0.60
Gs=2.68
Transcribed Image Text:The soil shown has its properties. A surcharge of 140 kPa is applied at the ground surface. 3. Estimate the primary consolidation settlement of the clay assuming that it is normally consolidated. a. 190 mm c.192 mm 4. Compute the primary consolidation settlement if the pre- consolidation pressure is 160 kPa. Assume Cs = 1/5 of Cc a. 65 mm c. 38 mm b.191 mm d. 193 mm a. 58.2 mm b.50 mm d.76 mm 5. Estimate the settlement after 300 days if the pre- consolidation pressure is 160 kPa and the coefficient of consolidation is Cy = 0.002 cm²/sec b. 57.82 mm c. 57.2 mm 2m 1.5m 2.5m AP=140 kPa ground water table d. 60 mm Sand Clay Gs=2.75 e-1.2 LL=45 e=0.60 Gs=2.68
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