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

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3/29/2010<br />

Overview<br />

Comm<strong>on</strong> problems <strong>of</strong><br />

installing displacement<br />

piles in s<strong>of</strong>t ground<br />

Design robustness <strong>of</strong> piled<br />

supported wall<br />

Comm<strong>on</strong> overlooked<br />

issues <strong>of</strong> pile testing<br />

instrumentati<strong>on</strong><br />

<str<strong>on</strong>g>Case</str<strong>on</strong>g> 1: <strong>Pile</strong> Heave & Lateral Soil Displacement<br />

Rapid pile installati<strong>on</strong> in in<strong>com</strong>pressible s<strong>of</strong>t soil induces<br />

Vertical heave in shallow depth (relatively less c<strong>on</strong>finement from<br />

weight <strong>of</strong> overburden soils)<br />

Lateral displacement in deeper depth (with soil c<strong>on</strong>finement)<br />

C<strong>on</strong>sequences :<br />

Up-heaving soil movement causes tensile stress <strong>on</strong> pile & toe lift up<br />

during driving & downdrag after pore presure dissipati<strong>on</strong><br />

Lateral soil displacement causes flexural stress <strong>on</strong> pile & pile<br />

deviati<strong>on</strong><br />

Excessive <strong>com</strong>bined tensile and flexural stresses lead to pile joint<br />

dislodgement<br />

Excessive foundati<strong>on</strong> settlement in post c<strong>on</strong>structi<strong>on</strong> (pile toe<br />

uplifting & downdrag settlement)<br />

2

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