The mechanical behaviour of normally consolidated tills with reference to their structure

机译：正常固结耕作的力学行为及其结构

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Glacial deposits are amongst the most widespread in the world. Tills are extremely variable soils. This article deals with research results of normally consolidated, non-weathered tills. In Poland they are stratigraphically classified into the last Scandinavian glaciation. Their mechanical behaviour has been described with reference to their structure, and to microstructure in particular. The influence of structure on compressibility, strength and stiffness has been examined for tills by comparing the behaviour of intact samples with that of reconstituted unstructured samples.

机译：冰川沉积物是世界上最广泛的沉积物之一。耕作是变化很大的土壤。本文涉及正常固结，非风化耕作的研究结果。在波兰，它们在地层上被划分为最后的斯堪的纳维亚冰川。已经参照它们的结构，特别是微观结构描述了它们的机械性能。通过比较完整样品的性能与重构的非结构化样品的性能，检验了结构对可压缩性，强度和刚度的影响。

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来源
《Advances in Geotechnical Engineering: The Skempton Conference vol.1》|2004年|P.357-368|共12页
会议地点 London(GB)
作者
M. P. Baranski;
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作者单位

Warsaw University. Institute of Hydrogeoloay and Engineering Geology, Warsaw, Poland;

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会议组织
原文格式 PDF
正文语种 eng
中图分类路基、路面工程;
关键词
compressibility; strength; engineering-geological properties; laboratory studies; till;

机译：可压缩性;强度;工程地质特性;实验室研究;耕作;

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The mechanical behaviour of normally consolidated tills with reference to their structure

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