基于一维小应变固结波理论的自重固结解析解

IF 4.2 1区工程技术 Q1 ENGINEERING, GEOLOGICAL

Geotechnique Pub Date : 2021-03-03 DOI:10.1680/JGEOT.20.P.023

Zhouxiang Ding, Wenjun Zhang, Zhaohui Yang, Zhe Wang, Xiu-li Du, Liang Li

引用次数: 0

摘要

Terzaghi固结理论忽略了惯性对饱和土固结的影响。为了量化惯性效应，本文采用了一种原始的一维小应变固结材料。

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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An analytical solution for self-weight consolidation based on one-dimensional small-strain consolidation wave theory

Terzaghi's consolidation theory neglects inertial effects on the consolidation of saturated soils. To quantify the inertial effects, in this paper an original one-dimensional small-strain consolida...

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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.