Analysis of Static and Cyclic Traffic Loading of an Embankment Supported by a Geogrid Retaining Structure

IF 0.6 Q4 ENGINEERING, CIVIL Slovak Journal of Civil Engineering Pub Date : 2022-09-01 DOI:10.2478/sjce-2022-0015
J. Stacho, M. Súľovská
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Abstract

Abstract The article deals with a deformation analysis of a road embankment under different types of static and cyclic loading. A typical cross-section of a road embankment supported by geogrid retaining structures is considered. In the case of a design, the load is usually applied as a distributed static load. The analysis presented in the paper includes all the most loading methods used. Because there are only a few measurements for these types of construction in a given region, the analysis also includes a cyclic loading that aims to simulate real traffic loading. The cyclic loading considered the weights of cars and trucks and the distances between them, based on traffic intensity measurements. The study results showed how significant the differences in vertical and horizontal deformations of an embankment are when the different types and methods of static loading are used in a design. The results of the cyclic loading showed the deformations that can be expected from current real traffic.
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土工格栅支护路堤的静态和循环交通荷载分析
摘要本文对不同类型的静态和循环荷载作用下的路堤变形进行了分析。考虑了由土工格栅挡土结构支撑的路堤的典型横截面。在设计的情况下,荷载通常作为分布式静态荷载施加。本文中的分析包括了所有使用最多的加载方法。由于在给定区域内,这些类型的建筑只有少量测量,因此分析还包括旨在模拟真实交通荷载的循环荷载。基于交通强度测量,循环荷载考虑了汽车和卡车的重量以及它们之间的距离。研究结果表明,当设计中使用不同类型和方法的静荷载时,路堤的垂直和水平变形差异是多么显著。循环荷载的结果显示了当前实际交通中可以预期的变形。
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发文量
21
审稿时长
29 weeks
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