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Dynamic Stability Analysis of Defective Piles under Vertical Harmonic Load
Abstract:
We established the computational mode for defective piles based on practical engineering problems,and studied the stability of the defective pile in the heterogeneous soil under vertical harmonic loads. We established the dynamical function based on the principle of Energy and Hamilton, and abtained the expressions of critical frequency of defective piles.The results show that, the instability of the defective piles relate to the degree of defect and the location of defect.
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592-595
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December 2013
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© 2014 Trans Tech Publications Ltd. All Rights Reserved
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