Liquefaction Resistance of a Granular Soil Containing Some Admixtures of Fines

Andrzej Sawicki; Jacek Mierczyński; Agata Mikos; Justyna Sławińska

doi:10.1515/heem-2015-0019

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Liquefaction Resistance of a Granular Soil Containing Some Admixtures of Fines

Archives of Hydro-Engineering and Environmental Mechanics

Volume 62 (2015): Issue 1-2 (June 2015)

By: Andrzej Sawicki, Jacek Mierczyński, Agata Mikos and Justyna Sławińska

Open Access

|Dec 2015

Abstract

The paper deals with the mechanics of sand with some admixtures of fines. The basic question is whether such admixtures are liquefiable or not. Experimental results show that admixtures of fines do not essentially influence the liquefaction susceptibility of granular soils. The original experimental investigations support this conclusion.

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Articles in this issue

DOI: https://doi.org/10.1515/heem-2015-0019 | Journal eISSN: 2300-8687 | Journal ISSN: 1231-3726

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Language: English

Page range: 53 - 64

Submitted on: Aug 12, 2015

Accepted on: Oct 25, 2015

Published on: Dec 1, 2015

Published by: Polish Academy of Sciences, Institute of Hydro-Engineering

In partnership with: Paradigm Publishing Services

Publication frequency: 2 issues per year

Keywords:

liquefaction,

admixtures of silt,

triaxial investigations

Related subjects:

Engineering,

Introductions and overviews,

Engineering, other

© 2015 Andrzej Sawicki, Jacek Mierczyński, Agata Mikos, Justyna Sławińska, published by Polish Academy of Sciences, Institute of Hydro-Engineering
This work is licensed under the Creative Commons Attribution-NonCommercial-NoDerivatives 3.0 License.

Volume 62 (2015): Issue 1-2 (June 2015)