Three-dimensional discretization-based kinematic analyses of prestressed anchor cables reinforced rotational slopes subjected to earthquakes

IF 2.2 4区工程技术 Q2 ENGINEERING, CIVIL

European Journal of Environmental and Civil Engineering Pub Date : 2023-12-25 DOI:10.1080/19648189.2023.2283771

Jin-Feng Zou, Chen-Chen Wang, Ze-Hang Qian

引用次数: 0

Abstract

Prestressed anchor cables are commonly utilized to reinforce slopes in earthquake-prone zones. The existing upper bound limit analyses of seismic slopes reinforced with prestressed anchor cables ha...

查看原文本刊更多论文

基于三维离散化的地震作用下预应力锚索加固旋转斜坡运动学分析

预应力锚索通常用于加固地震多发区的斜坡。现有的用预应力锚索加固的抗震斜坡的上限极限分析...

本文章由计算机程序翻译，如有差异，请以英文原文为准。

求助全文

约1分钟内获得全文求助全文

来源期刊

European Journal of Environmental and Civil Engineering ENGINEERING, CIVIL-ENGINEERING, GEOLOGICAL

CiteScore

4.80

自引率

4.80%

发文量

153

审稿时长

6 months

期刊介绍： The European Research Area has now become a reality. The prime objective of the EJECE is to fully document advances in International scientific and technical research in the fields of sustainable construction and soil engineering. In particular regard to the latter, the environmental preservation of natural media (soils and rocks) and the mitigation of soil-related risks are now not only major societal challenges, but they are also the source of scientific and technical developments that could be extremely beneficial.