Modelling of soil behaviour

机译：土壤行为建模

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Nonstandard compression and creep of some (geo)materials are commented on. Such a behaviour results from some special features of soil structure and/or specific state parameters (density, water content etc.). The present study is based on laboratory tests showing some examples of nonstandard behaviour. This results mostly from the grain breakage and bonding-debonding mechanism. The study of the nonstandard behaviour is practically important because of showing the pitfalls of the routine approach.

机译：评论了一些（地质）材料的非标准压缩和蠕变。这种行为是由土壤结构的某些特殊特征和/或特定的状态参数（密度，含水量等）引起的。本研究基于实验室测试，显示了一些非标准行为的示例。这主要是由于晶粒断裂和粘结-脱粘机制造成的。由于显示了常规方法的缺陷，因此对非标准行为的研究在实践中非常重要。

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来源
《International Symposium on Geotechnical Measurements and Modelling; Sep 23-25, 2003; Karlsruhe, Germany》|2003年|p.457-460|共4页
会议地点 Karlsruhe(DE)
作者
I Feda;
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作者单位

Institute of Theoretical and Applied Mechanics, Prague, Czech Republic;

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原文格式 PDF
正文语种 eng
中图分类公路运输;
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Modelling of soil behaviour

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