砂中刚性桩极限侧承载力的一种简单预测方法

IF 1.5 4区工程技术 Q3 ENGINEERING, GEOLOGICAL

Geotechnique Letters Pub Date : 2020-09-28 DOI:10.1680/jgele.20.00006

H. Wang, B. Lehane, M. F. Bransby, L. Wang, Y. Hong

引用次数: 4

摘要

刚性桩被广泛用作抗侧荷载的基础。对于此类桩的极限承载力，需要进行计算，以确定其不超过极限侧向岩土承载力。

本文章由计算机程序翻译，如有差异，请以英文原文为准。

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A simple approach for predicting the ultimate lateral capacity of a rigid pile in sand

Rigid piles are widely used as foundations to resist lateral load. A calculation to confirm that the ultimate lateral geotechnical capacity of such piles is not exceeded is required for ultimate li...

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来源期刊

Geotechnique Letters ENGINEERING, GEOLOGICAL-

CiteScore

4.20

自引率

0.00%

发文量

期刊介绍： Géotechnique Letters provides a vehicle for the rapid international dissemination of the latest and most innovative geotechnical research and practice. As an online journal, it is aimed at publishing short papers, intending to foster the quick exchange of the latest advances and most current ideas without the delays imposed by printed journals, whilst still maintaining rigorous peer reviewing standards.