UNCOUPLED ANALYSIS OF PILES STABILIZED TRANSMISSION TOWER SLOPES
It is a common engineering practice to adopt piles to improve the stability of potentially unstable slopes. In this paper, parametric analysis of a homogeneous transmission tower slope stabilized with a row of small diameter steel piles is conducted using an uncoupled numerical method in which the p...
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| Main Authors: | , , , , |
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| Format: | Article |
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Asian Research Publishing Network
2025
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