@article{MTMT:33296849,
	title = {Effects of Particle Size and Soil Bed on the Shear Strength of Materials in the Direct Shear Test},
	url = {https://m2.mtmt.hu/api/publication/33296849},
	author = {Kalasin, Thaveechai and Khamchan, Chayanan and Aoddej, Auttawee},
	doi = {10.3311/PPci.20416},
	journal-iso = {PERIOD POLYTECH CIV ENG},
	journal = {PERIODICA POLYTECHNICA-CIVIL ENGINEERING},
	volume = {67},
	unique-id = {33296849},
	issn = {0553-6626},
	year = {2023},
	eissn = {1587-3773},
	pages = {166-176}
}

@article{MTMT:31793225,
	title = {Shear strength testing of consolidated claystones: breakpoint detection of shear stress versus shear displacement curves, a statistical approach},
	url = {https://m2.mtmt.hu/api/publication/31793225},
	author = {Rozgonyi-Boissinot, Nikoletta and Buocz, Ildikó and Hatvani, István Gábor and Török, Ákos},
	doi = {10.1007/s13137-020-00168-6},
	journal-iso = {GEM - INT J GEOMATHEMATICS},
	journal = {GEM - INTERNATIONAL JOURNAL ON GEOMATHEMATICS},
	volume = {12},
	unique-id = {31793225},
	issn = {1869-2672},
	year = {2021},
	eissn = {1869-2680},
	orcid-numbers = {Rozgonyi-Boissinot, Nikoletta/0000-0001-5751-3796; Hatvani, István Gábor/0000-0002-9262-7315; Török, Ákos/0000-0002-5394-4510}
}

@article{MTMT:3253915,
	title = {The Angle between the Sample Surface and the Shear Plane; Its Influence on the Direct Shear Strength of Jointed Granitic Rocks and Opalinus Claystone},
	url = {https://m2.mtmt.hu/api/publication/3253915},
	author = {Buocz, Ildikó and Rozgonyi-Boissinot, Nikoletta and Török, Ákos},
	doi = {10.1016/j.proeng.2017.05.273},
	journal-iso = {PROCEDIA ENGINEERING},
	journal = {PROCEDIA ENGINEERING},
	volume = {191},
	unique-id = {3253915},
	issn = {1877-7058},
	abstract = {Shear strength along rock discontinuities by means of direct shear strength tests were performed on granitic and clayey rocks. Both rock types represent potential host rocks of radioactive waste. The paper focuses on the effect of one parameter in particular influencing the shear strength: the angle enclosed by the plane of the sample surface and the shear plane, in the direction of shear. 3D surface roughness measurements were carried out on 18 Opalinus Claystone sample (Switzerland) and 6 on granitic rock sample (Hungary) surfaces. An interval of angle was analyzed in the direction of shear and against the direction of shear. Direct shear strength tests were carried out under constant normal loading (CNL) conditions, the influence of the angle on the shear strength values were determined. Additionally, a percentage value was calculated for how much the range of both peak and residual shear strength values change, with taking into consideration the effect of upslope and downslope shear.},
	year = {2017},
	pages = {1008-1014},
	orcid-numbers = {Rozgonyi-Boissinot, Nikoletta/0000-0001-5751-3796; Török, Ákos/0000-0002-5394-4510}
}