1. Compute the effective stress at the mid-height the clay layer. a. 80.21 kPa c. 51.30 kPa b. 84.58 kPa d. 70.25 kPa
1. Compute the effective stress at the mid-height the clay layer. a. 80.21 kPa c. 51.30 kPa b. 84.58 kPa d. 70.25 kPa
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
Related questions
Question
Please solve from the given soil profile

Transcribed Image Text:From the given soil profile:
2m
2m
1.5m
AP-90 kPa
Sand
ground water table.
Vary 14.6kN/m³
Ysat 17:3kN/m³
Clay
Yaat 19:3kN/m³
e=0.75
LL 38
meel of
www.
1. Compute the effective stress at the mid-height
the clay layer.
a. 80.21 kPa
c. 51.30 kPa
b. 84.58 kPa
d. 70.25 kPa
2. Compute the void ratio at the end of primar
consolidation.
a. 0.639
c. 0.854
b. 0.635
d. 0.768
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