A new mathematical approach for representing the deformation mechanism of rocks under constant load

IF 1.5 4区工程技术 Q3 ENGINEERING, GEOLOGICAL

Geotechnique Letters Pub Date : 2018-04-30 DOI:10.1680/JGELE.17.00168

C. O. Aksoy, S. Safak, G. G. Uyar, V. Ozacar

引用次数: 2

Abstract

Rock masses will remain under constant load due to the engineering structures in rocks. Particularly, weak rocks undergo time-dependent deformation under constant load following the initiation of m...

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恒载作用下岩石变形机理的一种新的数学方法

岩石中的工程结构使岩体处于恒定载荷下。特别是，在恒定荷载作用下，弱岩在m - m - m的起始阶段发生随时间变化的变形。

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.