The Behaviour of Embankment with Non-uniform Geotextiles Reinforcement on Soft Soil

IF 0.9 4区工程技术 Q4 ENGINEERING, CIVIL

International Journal of Offshore and Polar Engineering Pub Date : 2023-09-01 DOI:10.17736/ijope.2023.cl23

Xiaoliang Wang, Mi Zhou, Yinghui Tian

引用次数: 0

Abstract

A new design of geotextile sandbag embankment, named non-uniform geotextiles reinforcement, is proposed in this study. This proposed design optimizes the arrangement of geotextiles in the traditional design to increase the strength of the embankment base to improve its stability. The behaviour of the reinforced embankments is investigated using ﬁnite-element modelling. The advantages of this new design are elaborated via comparison with the traditional design. A design framework of the construction of the embankments is established based on a parametric study.

查看原文本刊更多论文

软土上非均匀土工织物加筋路堤的性能

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

International Journal of Offshore and Polar Engineering ENGINEERING, CIVIL-ENGINEERING, OCEAN

CiteScore

2.00

自引率

0.00%

发文量

审稿时长

>12 weeks

期刊介绍： The primary aim of the IJOPE is to serve engineers and researchers worldwide by disseminating technical information of permanent interest in the fields of offshore, ocean, polar energy/resources and materials engineering. The IJOPE is the principal periodical of The International Society of Offshore and Polar Engineers (ISOPE), which is very active in the dissemination of technical information and organization of symposia and conferences in these fields throughout the world. Theoretical, experimental and engineering research papers are welcome. Brief reports of research results or outstanding engineering achievements of likely interest to readers will be published in the Technical Notes format.