Experimental Study on Influence Factors and Empirical Formula of K0 for Coarse Grained Soil
Author:
Publisher
Springer Science and Business Media LLC
Subject
Civil and Structural Engineering
Link
http://link.springer.com/content/pdf/10.1007/s12205-019-0277-x.pdf
Reference45 articles.
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2. Brooker, E. W. and Ireland, H. O. (1965). “Earth pressures at rest related to stress history.” Canadian Geotechnical Journal, Vol. 2, No. 1, pp. 1–15.
3. Day, R. W. (1989). “Relative compaction of fill having oversize particles.” Journal of Geotechnical Engineering, Vol. 115, No. 10, pp. 1487–1491, DOI: https://doi.org/10.1061/(asce)0733-9410(1989)115:10(1487) .
4. Feda, J. (1984). “K 0-Coefficient of sand in triaxial apparatus.” Journal of Geotechnical Engineering, Vol. 110, No. 4, pp. 519–524, DOI: https://doi.org/10.1061/(ASCE)0733-9410(1984)110:4(519) .
5. Federico, A., Elia, G., and Germano, V. (2008). “A short note on the earth pressure and mobilized angle of internal friction in one-dimensional compression of soils.” Journal of Geoengineering, Vol. 3, No. 1, pp. 41–46, DOI: https://doi.org/10.6310/jog.2008.3(1).5 .
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