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

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3/29/2010<br />

Summary <strong>of</strong> <strong>Pile</strong> Instrumentati<strong>on</strong><br />

Proper planning <strong>of</strong> instrumented segment <strong>of</strong> test piles with due<br />

c<strong>on</strong>siderati<strong>on</strong> <strong>of</strong> soil stratificati<strong>on</strong>, pile resistance pr<strong>of</strong>ile (c<strong>on</strong>stant or<br />

varying pr<strong>of</strong>ile with depth)<br />

Tensile cracking <strong>of</strong> c<strong>on</strong>crete under tensile test load leading to<br />

irreversible stiffness alterati<strong>on</strong> shall be carefully assessed for proper<br />

load transfer<br />

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

Identify expected pr<strong>of</strong>ile <strong>of</strong> pile-soil fricti<strong>on</strong> based <strong>on</strong> stratificati<strong>on</strong>, soil<br />

c<strong>on</strong>sistency,<br />

Gauge length shall be reas<strong>on</strong>ably small where practical for proper axial load<br />

interpretati<strong>on</strong>, instrumented segment assigned for pile load and movement<br />

Minimum <strong>on</strong>e axial load measurement per material stratum preferably at<br />

the either sides <strong>of</strong> the stratum interface<br />

For material strata with varying pile-soil fricti<strong>on</strong> with depth, more<br />

instrumented segments are needed for refined interpretati<strong>on</strong> <strong>of</strong> axial load &<br />

movement (for best fitting the pile movement pr<strong>of</strong>ile)<br />

At least <strong>on</strong>e axial load measurement near to pile base for load transfer <strong>of</strong><br />

mobilised base resistance<br />

Thank You<br />

25

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