Peak Friction Angle of Soils as a Function of Grain Size-Reference-Cited by-同舟云学术

Peak Friction Angle of Soils as a Function of Grain Size

Published:2018-08-22 Issue:3 Volume:37 Page:1155-1167
ISSN:0960-3182
Container-title:Geotechnical and Geological Engineering
language:en
Short-container-title:Geotech Geol Eng

Author:

Arvanitidis C.,Steiakakis E.^ORCID,Agioutantis Z.

Publisher

Springer Science and Business Media LLC

Subject

Geology,Soil Science,Geotechnical Engineering and Engineering Geology,Architecture

Link

http://link.springer.com/content/pdf/10.1007/s10706-018-0675-8.pdf

Reference33 articles.

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2. Ameratunga J, Sivakugan N, Das BM (2016) Correlations of soil and rock properties in geotechnical Engineering. Springer. Developments in Geotechnical Engineering. Das BM (ed), Henderson; Nagaratnam S (ed), Townsville. ISBN 978-81-322-2627-7 ISBN 978-81-322-2629-1 (eBook). https://doi.org/10.1007/978-81-322-2629-1

3. Amorosi A, Rampello S (2007) An experimental investigation into the mechanical behaviour of a structured stiff clay. Géotechnique 57(2):153–166

4. Anagnostopoulos A (1974) Evaluation of the undrained shear strength from static cone penetration test in a soft silty clay in Patras, Greece. Proc Eur Symp Penetr Test Stockh 2(2):13–14

5. Anagnostopoulos A, Koukis G, Sabatakakis N, Tsiambaos G (2003) Empirical correlations of soil parameters based on cone penetration tests (CPT) for Greek soils. Geotech Geol Eng 21:377–387

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