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
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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 />
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