Case Studies on Potential Adverse Effects of Pile ... - Gnpgeo.com.my
Case Studies on Potential Adverse Effects of Pile ... - Gnpgeo.com.my
Case Studies on Potential Adverse Effects of Pile ... - Gnpgeo.com.my
Create successful ePaper yourself
Turn your PDF publications into a flip-book with our unique Google optimized e-Paper software.
3/29/2010<br />
Site C<strong>on</strong>diti<strong>on</strong>s<br />
Soil C<strong>on</strong>diti<strong>on</strong>s<br />
Top 4~5m Fill : medium stiff clayey Silt and clayey Sand (N =<br />
6 to 10)<br />
4~8m very s<strong>of</strong>t to s<strong>of</strong>t Clay (S u = 40kPa)<br />
8~18m Stiff Sandy Silt (N= 10~30)<br />
Fill Platform: Cohesive lateritic soils<br />
Wall Backfill: Granular Materials<br />
Groundwater Level<br />
RL14m to RL18m<br />
Rainfall Records<br />
Intense antecedent rainfall from 10 Dec 06 to 29 Dec 06<br />
before failure<br />
Triggering midnight rainfall (20mm/hr) <strong>on</strong> 3 Jan 07<br />
Rainfall - ARI<br />
9
Change language