TY  - JOUR
AU  - Kalasin, Thaveechai
AU  - Khamchan, Chayanan
AU  - Aoddej, Auttawee
TI  - Effects of Particle Size and Soil Bed on the Shear Strength of Materials in the Direct Shear Test
JF  - PERIODICA POLYTECHNICA-CIVIL ENGINEERING
J2  - PERIOD POLYTECH CIV ENG
VL  - 67
PY  - 2023
IS  - 1
SP  - 166
EP  - 176
PG  - 11
SN  - 0553-6626
DO  - 10.3311/PPci.20416
UR  - https://m2.mtmt.hu/api/publication/33296849
ID  - 33296849
N1  - Export Date: 12 September 2023            
            Correspondence Address: Kalasin, T.; Department of Civil Engineering, Thailand; email: ithaasin@rmutl.ac.th
LA  - English
DB  - MTMT
ER  - 

TY  - JOUR
AU  - Rozgonyi-Boissinot, Nikoletta
AU  - Buocz, Ildikó
AU  - Hatvani, István Gábor
AU  - Török, Ákos
TI  - Shear strength testing of consolidated claystones: breakpoint detection of shear stress versus shear displacement curves, a statistical approach
JF  - GEM - INTERNATIONAL JOURNAL ON GEOMATHEMATICS
J2  - GEM - INT J GEOMATHEMATICS
VL  - 12
PY  - 2021
IS  - 1
PG  - 18
SN  - 1869-2672
DO  - 10.1007/s13137-020-00168-6
UR  - https://m2.mtmt.hu/api/publication/31793225
ID  - 31793225
N1  - Department of Engineering Geology and Geotechnics, Budapest University of Technology and Economics, Műegyetem rkp. 3, Budapest, 1111, Hungary            
            Compagnie du Chemin de Fer Montreux Oberland bernois SA, Rue de la Gare 22, Montreux, 1820, Switzerland            
            Research Centre for Astronomy and Earth Sciences, Institute for Geological and Geochemical Research, Budaörsi út 45, Budapest, 1112, Hungary            
            Cited By :1            
            Export Date: 22 June 2021            
            Correspondence Address: Hatvani, I.G.; Research Centre for Astronomy and Earth Sciences, Budaörsi út 45, Hungary; email: hatvaniig@gmail.com            
            Funding details: TKP2020 BME-IKA-VIZ            
            Funding details: Emberi Eroforrások Minisztériuma, EMMI, NTP-NFTÖ-20-B-0043            
            Funding details: Nemzeti Kutatási, Fejlesztési és Innovaciós Alap, NKFIA            
            Funding details: Ministry for Innovation and Technology            
            Funding text 1: Open Access funding provided by Library and Information Centre of the Hungarian Academy of Sciences. The research reported in this paper has been supported by the NRDI Fund (TKP2020 IES, Grant No. TKP2020 BME-IKA-VIZ) based on the charter of bolster issued by the NRDI Office under the auspices of the Ministry for Innovation and Technology. The support of the Ministry of Human Capacities under grant: NTP-NFTÖ-20-B-0043 to IGH is also acknowledged.
Funding Agency and Grant Number: Library and Information Centre of the Hungarian Academy of Sciences; NRDI Fund (TKP2020 IES) under Ministry for Innovation and Technology [TKP2020 BME-IKA-VIZ]; Ministry of Human Capacities [NTP-NFTO-20-B-0043]
            Funding text: Open Access funding provided by Library and Information Centre of the Hungarian Academy of Sciences. The research reported in this paper has been supported by the NRDI Fund (TKP2020 IES, Grant No. TKP2020 BME-IKA-VIZ) based on the charter of bolster issued by the NRDI Office under the auspices of the Ministry for Innovation and Technology. The support of the Ministry of Human Capacities under grant: NTP-NFTO-20-B-0043 to IGH is also acknowledged.
LA  - English
DB  - MTMT
ER  - 

TY  - JOUR
AU  - Buocz, Ildikó
AU  - Rozgonyi-Boissinot, Nikoletta
AU  - Török, Ákos
TI  - The Angle between the Sample Surface and the Shear Plane; Its Influence on the Direct Shear Strength of Jointed Granitic Rocks and Opalinus Claystone
JF  - PROCEDIA ENGINEERING
J2  - PROCEDIA ENGINEERING
VL  - 191
PY  - 2017
SP  - 1008
EP  - 1014
PG  - 7
SN  - 1877-7058
DO  - 10.1016/j.proeng.2017.05.273
UR  - https://m2.mtmt.hu/api/publication/3253915
ID  - 3253915
N1  - Megjegyzés-27620774
BE Konecny, P
AB  - 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.
LA  - English
DB  - MTMT
ER  -