残积土中截面形状对钢桩循环侧向响应的影响

IF 1.5 4区工程技术 Q3 ENGINEERING, GEOLOGICAL

Geotechnique Letters Pub Date : 2020-09-28 DOI:10.1680/jgele.19.00253

N. Consoli, R. B. Born, R. E. Cordeiro, A. T. Neto, C. J. Moncaleano

引用次数: 2

摘要

传统岩土力学对黏结残积土中横向循环荷载桩的受力特性了解甚少。目前使用的模型是基于这些特征来重现残余土壤的行为。

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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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.