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

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3/29/2010<br />

<strong>Pile</strong> Heave M<strong>on</strong>itoring Result<br />

30<br />

25<br />

Measured <strong>Pile</strong> Heave (mm)<br />

20<br />

15<br />

10<br />

5<br />

<strong>Pile</strong> No.1<br />

<strong>Pile</strong> No.3<br />

<strong>Pile</strong> No.4<br />

<strong>Pile</strong> No.5<br />

<strong>Pile</strong> No.6<br />

<strong>Pile</strong> No.7<br />

<strong>Pile</strong> No.8<br />

<strong>Pile</strong> No.9<br />

<strong>Pile</strong> No.10<br />

<strong>Pile</strong> No.11<br />

<strong>Pile</strong> No.12<br />

0<br />

1 2 3 4 5 6 7 8 9 10 11 12<br />

<strong>Pile</strong> Installati<strong>on</strong> in Sequence<br />

Summary <strong>of</strong> <str<strong>on</strong>g>Case</str<strong>on</strong>g> 1<br />

Ground heave & radial soil displacement due to rapid<br />

installati<strong>on</strong> <strong>of</strong> displacement pile in s<strong>of</strong>t in<strong>com</strong>pressible s<strong>of</strong>t clay<br />

can pose serious integrity problem <strong>on</strong> pile foundati<strong>on</strong>.<br />

Soluti<strong>on</strong>s :<br />

Use larger pile spacing & reduce rate <strong>of</strong> clustered pile installati<strong>on</strong> for<br />

adequate time for dissipati<strong>on</strong> <strong>of</strong> excess pore pressure<br />

Simultaneous pile installati<strong>on</strong> at mirror pile locati<strong>on</strong> from centre<br />

outwards to minimise net lateral displacement, but this improves<br />

nothing <strong>on</strong> ground heave<br />

Str<strong>on</strong>ger pile structural strength & joint to withstand tensile &<br />

flexural stresses<br />

Staggered pile installati<strong>on</strong> sequence or install piles at alternate<br />

locati<strong>on</strong>s<br />

Restrike all piles with HSDPT to detect pile integrity if ground or soil<br />

heave is observed.<br />

7

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