杭の鉛直振動における杭と地盤の相互作用に関する研究 : 杭先端が剛基盤に達していない杭の場合

概要

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In this paper, the theoretical study concerning soil-pile interaction in vertical vibration of the floating pile is made by using the elastic wave theory and by adopting the analytical model of the soil column connected with the floating pile tip shown in Fig. 1. In order to verify this theory, vertical vibration tests were conducted for both an end bearing pile and a floating pile. From a comparison between theoretical and experimental results, it can be seen that the numerical results agree roughly with the experimental data. This analytical method is convenient and effective, because the fundamental dynamic properties of the soil-pile system can be obtained by solving the complex linear simultaneous equation.
社団法人日本建築学会の論文
1986-05-30