具有不同应变软化特性的土壤的边坡稳定桩的有效性

IF 4.2 1区工程技术 Q1 ENGINEERING, GEOLOGICAL

Geotechnique Pub Date : 2020-10-06 DOI:10.1680/jgeot.19.p.386

S. Kontoe, F. Summersgill, D. Potts, Youngsuk Lee

引用次数: 5

摘要

对于路堑边坡和路堤边坡，采用一排排离散垂直桩加固边坡是一种常用的方法。现有的大多数设计程序都考虑了桩的。。。

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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On the effectiveness of slope-stabilising piles for soils with distinct strain-softening behaviour

The stabilisation of slopes with rows of discrete vertical piles is a commonly adopted method for both cuttings and embankment slopes. The majority of existing design procedures consider the pile o...

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来源期刊

Geotechnique 工程技术-地球科学综合

CiteScore

9.80

自引率

10.30%

发文量

168

审稿时长

7 months

期刊介绍： Established in 1948, Géotechnique is the world''s premier geotechnics journal, publishing research of the highest quality on all aspects of geotechnical engineering. Géotechnique provides access to rigorously refereed, current, innovative and authoritative research and practical papers, across the fields of soil and rock mechanics, engineering geology and environmental geotechnics.