非粘性土中被动桩的极限侧阻力

IF 1.5 4区工程技术 Q3 ENGINEERING, GEOLOGICAL

Geotechnique Letters Pub Date : 2018-04-30 DOI:10.1680/JGELE.17.00113

I. Bellezza, L. Caferri

引用次数: 6

摘要

本文对两层无粘性土中的单桩无约束被动桩进行了分析，目的是评价其在指定滑动层深度处的阻力贡献。

本文章由计算机程序翻译，如有差异，请以英文原文为准。

查看原文本刊更多论文

Ultimate lateral resistance of passive piles in non-cohesive soils

In this paper, a single unrestrained passive pile in a two-layered cohesionless soil is analysed with the aim to evaluate its contribute in terms of resistance at the depth of an assigned sliding s...

求助全文

通过发布文献求助，成功后即可免费获取论文全文。去求助

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.