Performance of the geogrid-reinforced railroad ballast in direct shear mode

IF 1.3 Q3 ENGINEERING, GEOLOGICAL

Proceedings of the Institution of Civil Engineers-Ground Improvement Pub Date : 2019-10-16 DOI:10.1680/JGRIM.18.00107

K. Sweta, S. K. K. Hussaini

引用次数: 12

Abstract

A series of large-scale direct shear tests was conducted to capture the interface shear behaviour of ballast with and without geogrids. A fresh granite ballast with a maximum particle size (Dmax) a...

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土工格栅加筋铁路道砟在直剪模式下的性能研究

为了捕捉有土工格栅和无土工格栅压载物的界面剪切特性，进行了一系列大型直剪试验。新鲜的花岗岩压舱物，最大粒径(Dmax)为…

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来源期刊

Proceedings of the Institution of Civil Engineers-Ground Improvement ENGINEERING, GEOLOGICAL-

CiteScore

3.10

自引率

8.30%

发文量

期刊介绍： Ground Improvement provides a fast-track vehicle for the dissemination of news in technological developments, feasibility studies and innovative engineering applications for all aspects of ground improvement, ground reinforcement and grouting. The journal publishes high-quality, practical papers relevant to engineers, specialist contractors and academics involved in the development, design, construction, monitoring and quality control aspects of ground improvement. It covers a wide range of civil and environmental engineering applications, including analytical advances, performance evaluations, pilot and model studies, instrumented case-histories and innovative applications of existing technology.