Lec4_Piled Raft
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20-Oct-15<br />
Realistic estimation of subgrade modulus:<br />
‣ Estimate settlements considering all soil layers upto<br />
1.5 times the actual raft width.<br />
‣ Calculate the k value as ratio of actual bearing on the<br />
raft to the calculated settlement.<br />
‣ Structural designer to use this value for structural<br />
design of the raft.<br />
Prof. V.S.Raju Consultants 15<br />
Structural analysis of the <strong>Piled</strong> <strong>Raft</strong>:<br />
Pile Spring (Ps) upto 4 to 6 cm settlement, Ps = (P u / 4 to 6) in kg/cm.<br />
If the settlements exceeds 4 to 6 cm, replace springs with Pu.<br />
Prof. V.S.Raju Consultants 16<br />
V.S.Raju Consultants 8