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http://dx.doi.org/10.14481/jkges.2017.18.6.39

The Study for Horizontal Resistance Beyond Yield Condition on Single Pile Using Nonlinear Analysis  

Ryu, Jeong Ho (Korea Institute of Civil Engineering and Building Technology)
Cho, Sam Deok (Korea Institute of Civil Engineering and Building Technology)
Kim, Dae Hak (Unicon Tech Institute)
Lee, Kwang Wu (Korea Institute of Civil Engineering and Building Technology)
Publication Information
Journal of the Korean GEO-environmental Society / v.18, no.6, 2017 , pp. 39-44 More about this Journal
Abstract
The behavior of the lateral resistance beyond the yield condition on single pile has been evaluated by comparative analysis. Pushover analysis of single pile has been performed to compare to the results on lateral load test of the pile foundation. The study for the behavior beyond the yield condition on single pile had been performed on the results on the lateral load test and pushover analysis considering mechanical conditions of the ground soil and the pile foundation.
Keywords
Lateral load test; Pushover analysis; Pushover curve; Numerical model calibration; Pile foundation;
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  • Reference
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