Question: Consider rectangular foundation 2 m * 4 m in plan at a depth of 1 . 2 5 m in a sand deposit. Consider rectangular

Consider rectangular foundation 2 m *4 m in plan at a depth of 1.25 m in a sand deposit. Consider rectangular foundation 2m*4m in plan at a depth of 1.25 m in a
sand deposit.
Given: =18.5kNm3,bar(q)=140kNm2, and the following approximated values
of qc with z :
Estimate the elastic settlement of the foundation after 10 years using the strain
influence factor method.
Se=,mm
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Given: \gamma =18.5 kN/m3, q =140 kN/m2, and the following approximated values of qc with z:
Z(m) qc(kN/m2)
0-0.52200
0.5-2.53800
2.5-52950
Estimate the elastic settlement of the foundation after 10 years using the strain influence factor method.
Se
Consider rectangular foundation 2 m * 4 m in plan

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