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Dynamic Load Test (DLT) - Pile Driving Analysis

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thread592-22013
in the above thread @Gakei mentioned WS in PIT/PET test is higher than WS in DLT test, it is because PIT/PET is low strain. Concrete is behaving non-linearly, with higher Modulus (tangent or secant) at low strain, hence higher WS
 
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