Stress–dilatancy behaviour of remoulded Fujinomori clay
References
- Balasubramaniam, A. S., Zue-Ming, H., Uddin, W., Chaudhry, A. R., Li, Y. G. (2007). Critical state parameters and peak stress envelopes for Bangkok clays. Q. J. Eng. Geol. Hydrogeol. 11(3), 219–232.
https://doi.org/10.1144/GSL.QJEG.1978.011.03.02 - Bolton, M. D. (1986). The strength and dilatancy of sands. Géotechnique 36(1), 65–78.
https://doi.org/10.1680/geot.1986.36.1.65 - Fearon, R. E. (1998). The behaviour of a structurally complex clay from an Italian landslide. PhD Dissertation, City University London, UK.
https://openaccess.city.ac.uk/id/eprint/7575/ - Fearon, R. E., Coop, M. R. (2000). Reconstitution: what makes an appropriate reference material? Géotechnique, 50(4), 471–477.
https://doi.org/10.1680/geot.2000.50.4.471 - Indraratna, B., Sun, Q. D., Nimbalkar, S. (2015). Observed and predicted behaviour of rail ballast under monotonic loading capturing particle breakage. Canadian Geotechnical Journal, 52(1), 73–86.
https://doi.org/10.1139/cgj-2013-0361 - Nakai, T., Matsuoka, H. (1986). A generalized elastoplastic constitutive model for clay in three-dimensional stresses. Soils and Foundations, 26(3), 81–98.
https://doi.org/10.3208/sandf1972.26.3_81 - Nakai, T., Matsuoka, H., Okuno, N., Tsuzuki, K. (1986). True triaxial tests on normally consolidated clay and analysis of the observed shear behaviour using elastoplastic constitutive models. Soils and Foundations, 26(4), 67–78.
https://doi.org/10.3208/sandf1972.26.4_67 - Nakai, T., Hinokio, M. A. (2004). A simple elastoplastic model for normally consolidated soils with unified material parameters. Soils and Foundations, 44(2), 53–70.
https://doi.org/10.3208/sandf.44.2_53 - Rahimi, M. (2019). Review of Proposed Stress-Dilatancy Relationships and Plastic Potential Functions for Uncemented and Cemented Sands. J. Geol. Res. 1, 19–34.
https://doi.org/10.30564/jgr.v1i2.864 - Rowe, P. W. (1962). The stress-dilatancy relation for static equilibrium of an assembly of particles in contacts. In Proceedings of the royal Society of London. Series A, Mathematical and Physical Sciences. 269(1339), 500–527.
https://doi.org/10.1098/rspa.1962.0193 - Rowe, P. W. (1969). The relation between shear strength of sands in triaxial compression, plane strain and direct shear. Géotechnique, 19(1), 75–86.
- Shu, R., Kong, L., Liu, B., Wang, J. (2021). Stress-Strain Strength Characteristics of Undisturbed Granite Residual Soil Considering Different Patterns of Variation of Mean Effective Stress. Applied Sciences 11(4), 1874.
https://doi.org/10.3390/app11041874 - Szypcio, Z. (2016). Stress-dilatancy for soils. Part I: The frictional state theory. Studia Geotechnica et Mechanica, 38(4), 51–57.
https://doi.org/10.1515/sgem-2016-0030 - Szypcio, Z. (2016). Stress-dilatancy for soils. Part II: Experimental validation for triaxial tests. Studia Geotechnica et Mechanica, 38(4), 59–65.
https://doi.org/10.1515/sgem-2016-0031 - Szypcio, Z., Dołżyk-Szypcio, K. (2022). The Stress-Dilatancy Behaviour of Artificially Bonded Soils. Materials, 15(20), 7068.
https://doi.org/10.3390/ma15207068 - Wood, D. M. (1990). Shear behaviour and critical state soil mechanics. Cambridge University Press, New York, USA.
Language: English
Page range: 247 - 252
Submitted on: Feb 2, 2023
Accepted on: Jun 14, 2023
Published on: Sep 13, 2023
Published by: Wroclaw University of Science and Technology
In partnership with: Paradigm Publishing Services
Publication frequency: 4 issues per year
Keywords:
Related subjects:
© 2023 Zenon Szypcio, Katarzyna Dołżyk-Szypcio, published by Wroclaw University of Science and Technology
This work is licensed under the Creative Commons Attribution 4.0 License.