Modelling creep and swelling after unloading under constant load and relaxation with Bayesian updating

IF 4.2 1区 工程技术 Q1 ENGINEERING, GEOLOGICAL Geotechnique Pub Date : 2020-11-27 DOI:10.1680/jgeot.20.p.106
T. Vergote, C. Leung, S. C. Chian
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引用次数: 1

Abstract

It has been established that preloading of clay is an effective mean to reduce creep of the soil under working load conditions. After an initial rebound during unloading, a long-term viscous respon...
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用贝叶斯更新法模拟恒载松弛条件下卸载后的蠕变和膨胀
研究表明,粘土预压是降低工作荷载条件下土体蠕变的有效手段。在卸载过程中出现初始反弹后,会产生长期的粘性响应。。。
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来源期刊
Geotechnique
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.
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