Experiment E7/0,3 – Time Behaviour of Active Pressure of Non-Cohesive Sand after Wall Translative Motion

Petr Koudelka

doi:10.4028/www.scientific.net/AMM.821.512

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HomeApplied Mechanics and MaterialsApplied Mechanics and Materials Vol. 821Experiment E7/0,3 – Time Behaviour of Active...

Experiment E7/0,3 – Time Behaviour of Active Pressure of Non-Cohesive Sand after Wall Translative Motion

Abstract:

A new experiment denominated as E7/0,3 with active pressure of non-cohesive quartz sand on a rigid moved wall was performed at the Institute of Theoretical and Applied Mechanics in the last year. The wall was translative moved towards active direction (out of the mass) at a position of supposed acting of active pressure value, then the wall motion was stopped and time pressure stability was monitored. After more than three months the wall was moved at the last position of 100 mm from original position before the experiment. The experiment ran four and a half months.

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Periodical:

Applied Mechanics and Materials (Volume 821)

Pages:

512-517

DOI:

https://doi.org/10.4028/www.scientific.net/AMM.821.512

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Online since:

January 2016

Authors:

Petr Koudelka*

Keywords:

Lateral Earth Pressure, Non-Cohesive Material, Pressure at Rest, Pressure Time Instability, Sandy Mass Behaviour, Wall Movement Modus

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References

[1] Koudelka, P. – Bryscejn J. (2014).

Google Scholar

[2] Koudelka, P. (2013).

Google Scholar

[3] Koudelka, P. – Valach J. – Bryscejn J. (2012).

Google Scholar

[4] Koudelka, P. - Bryscejn, J. (2012).

Google Scholar

[5] Kusakabe S. et al. (2005).

Google Scholar

[6] Roscoe, K.H. 1970. The Influence of Strains in Soil Mechanics. Géotechnique. The Institution of civil Engineers, W. Cloves and sons, Lim., London-Beccles, Vol. XX, No. 2, pp.129-170.

Google Scholar

[7] Shiau J. et al. 2006. Developing physical models for geotechnical teaching and research. Proc. 6th IC Physical Modelling in Geotechnics 2006, Hong Kong. IS SMGE/TC 2, C.W.W. Ng, L.M. Zhang & Y.H. Wang, Taylor & Francis, ISBN 0-415-41586-1, London-Leiden-New York-Philadelphia-Singapore, Vol. 1, pp.157-162.

DOI: 10.1201/noe0415415866.ch15

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