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Case Studies on Potential Adverse Effects of Pile ... - Gnpgeo.com.my

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3/29/2010<br />

View from<br />

Retained<br />

Platform<br />

Design Scenario A (GWT at M<strong>on</strong>so<strong>on</strong> Drain)<br />

30m<br />

RL29.0m<br />

Finished Ground Pr<strong>of</strong>ile<br />

Surcharge = 20kPa<br />

RL27.0m<br />

RL28.5m<br />

25m<br />

Original Ground Pr<strong>of</strong>ile<br />

Temporary Ground Pr<strong>of</strong>ile<br />

During Piling & Wall C<strong>on</strong>structi<strong>on</strong><br />

Reduced Level<br />

20m<br />

RL17.1m<br />

RL20.18m<br />

RL18.6m<br />

RL20.5m<br />

RL19.0m<br />

15m<br />

0<br />

10m 20m 30m 40m<br />

16

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