某平台路堤加筋土挡土墙分析

IF 0.6 Q4 ENGINEERING, CIVIL

Electronic Journal of the Faculty of Civil Engineering Osijek-e-GFOS Pub Date : 2015-12-23 DOI:10.13167/2015.11.5

Stefan Micevski, A. Shoklarovski, B. Susinov, Sead Abazi

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引用次数: 1

摘要

在本文中，我们数值分析了9.0 m高的加筋土挡土墙在平台堤防，通过软件和材料模型模拟其各部件的行为。结构的两个基本组成部分是填充材料和钢筋。设计的加筋土挡土墙是在砂砾的基础上使用当地的材料(细颗粒砂)建造的。采用TensarSoil、Slide、Plaxis 2D等软件对设计进行分析。结果表明，墙体满足静力和地震条件的要求。

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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ANALYSIS OF A REINFORCED SOIL RETAINING WALL IN A PLATFORM EMBANKMENT

In this paper, we numerically analyze a 9.0-m-tall reinforced soil retaining wall in a platform embankment, simulating the behaviour of its various components by using software and material models. The two basic constituents of the structure are the fill material and reinforcement. The designed reinforced soil retaining wall was built using local materials (sand with fine particles) on a base of sandy gravel. The design was analyzed with various software packages such as TensarSoil, Slide, and Plaxis 2D. The results show that the wall meets the requirements for both static and seismic conditions.

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来源期刊

Electronic Journal of the Faculty of Civil Engineering Osijek-e-GFOS ENGINEERING, CIVIL-

自引率

0.00%

发文量

审稿时长

24 weeks