SETTLEMENT ANALYSIS OF DRIVEN PILES.

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作者：
Petrasovits, G.
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来源：
Acta Technica (Budapest) | 1975年 / 80卷 / 3-4期
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摘要：
A procedure based on the method of finite elements is presented for determining the settlement under load of vertical driven piles, according to the Theory of Elasticity and Elasto-plasticity. The soil compaction due to pile driving is taken into consideration. A better approximation is given for simulating the mechanism of pile behavior under load, by inserting a plastic flow stratum adjacent to the pile. Practical applicability of both methods is confirmed by load-test results on a large-scale driven reinforced concrete pile.
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页码：343 / 351
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