@article{MTMT:33727599, title = {Investigation on microstructure evolution of clayey soils: A review focusing on wetting/drying process}, url = {https://m2.mtmt.hu/api/publication/33727599}, author = {Tang, Chao-Sheng and Cheng, Qing and Gong, Xuepeng and Shi, Bin and Inyang, Hilary I.}, doi = {10.1016/j.jrmge.2022.02.004}, journal-iso = {J ROCK MECH GEOTECH ENGIN}, journal = {JOURNAL OF ROCK MECHANICS AND GEOTECHNICAL ENGINEERING}, volume = {15}, unique-id = {33727599}, issn = {1674-7755}, year = {2023}, eissn = {2589-0417}, pages = {269-284}, orcid-numbers = {Tang, Chao-Sheng/0000-0002-6419-6116} } @article{MTMT:32394115, title = {Centrifuge modelling of cone penetration tests in unsaturated clayey sand under various hydraulic conditions}, url = {https://m2.mtmt.hu/api/publication/32394115}, author = {Awad, Muwafaq and Sasanakul, Inthuorn}, doi = {10.1680/jphmg.19.00019}, journal-iso = {INT J PHYS MODEL GEO}, journal = {INTERNATIONAL JOURNAL OF PHYSICAL MODELLING IN GEOTECHNICS}, volume = {21}, unique-id = {32394115}, issn = {1346-213X}, abstract = {In-flight cone penetration tests (CPTs) have been conducted extensively to characterize centrifuge models of dry and saturated soils, but only a limited number of studies have focused on unsaturated soils. This paper presents centrifuge modeling of CPTs conducted on unsaturated clayey sand models prepared at various hydraulic conditions including as-compacted, wetting (rainfall) and drying (evaporation). The objectives of this study were to evaluate effects of stress level induced by centrifuge acceleration and to investigate the impact of hydraulic processes on the cone tip resistance (q(c)). Results shows that variations of q(c) with depth obtained from different centrifugal acceleration are in very good agreement and similarity of q(c) and water content distribution in centrifuge models is validated. In addition, it was found that matric suction has greater impact on the q(c) than total vertical stress. The CPTs performed on clayey sand show that the cone tip resistance increases as the degree of saturation decreases under different hydraulic conditions. A correlation between the cone tip resistance and degree of saturation is applicable to both wetting and drying processes. The CPT results and in-flight water content measurements provide a good indication of strength and stiffness change in unsaturated soil subject to changes in hydraulic conditions.}, keywords = {Suction; Geotechnical engineering; Centrifuge modelling}, year = {2021}, eissn = {2042-6550}, pages = {220-233} } @article{MTMT:32628891, title = {An operator approach for modelling the interdependence between the soil water boundary wetting and drying curves}, url = {https://m2.mtmt.hu/api/publication/32628891}, author = {Beriozkin, Arcady and Schlesinger, Yishay}, doi = {10.1016/j.apm.2021.04.011}, journal-iso = {APPL MATH MODEL}, journal = {APPLIED MATHEMATICAL MODELLING}, volume = {99}, unique-id = {32628891}, issn = {0307-904X}, year = {2021}, eissn = {1872-8480}, pages = {653-672} } @mastersthesis{MTMT:32628888, title = {Experimental Inv Experimental Investigation of Hy estigation of Hydraulic E aulic Effects on Unsatur ects on Unsaturated Soils Behaviors}, url = {https://m2.mtmt.hu/api/publication/32628888}, author = {Muwafaq, Awad}, unique-id = {32628888}, year = {2019} } @article{MTMT:30427579, title = {Inverse determination of saturated and relative permeability with a bench-scale centrifuge}, url = {https://m2.mtmt.hu/api/publication/30427579}, author = {Kišon, P. and Malengier, B. and Di Emidio, G. and Peiffer, H. and Van Keer, R.}, doi = {10.1080/17415977.2013.823416}, journal-iso = {INVERSE PROBL SCI EN}, journal = {INVERSE PROBLEMS IN SCIENCE AND ENGINEERING}, volume = {23}, unique-id = {30427579}, issn = {1741-5977}, year = {2013}, eissn = {1741-5985}, pages = {16-37} } @article{MTMT:30427567, title = {A POROUS MODEL FOR THE INTERPRETATION OF MERCURY POROSIMETRY TESTS}, url = {https://m2.mtmt.hu/api/publication/30427567}, author = {Rojas, Eduardo and Perez-Rea, Maria de la Luz and Gallegos, Gustavo and Leal, Julio}, doi = {10.1615/JPorMedia.v15.i6.20}, journal-iso = {J POROUS MEDIA}, journal = {JOURNAL OF POROUS MEDIA}, volume = {15}, unique-id = {30427567}, issn = {1091-028X}, year = {2012}, eissn = {1934-0508}, pages = {517-530} } @article{MTMT:30427544, title = {A four elements porous model to estimate the strength of unsaturated soils}, url = {https://m2.mtmt.hu/api/publication/30427544}, author = {Rojas, E. and Zepeda, A. and Pérez-Rea, M. L. and Leal, J. and Gallegos, G.}, doi = {10.1007/s10706-009-9278-8}, journal-iso = {GEOTECHNICAL AND GEOLOGICAL ENGINEERING}, journal = {GEOTECHNICAL AND GEOLOGICAL ENGINEERING}, volume = {29}, unique-id = {30427544}, issn = {0960-3182}, year = {2009}, eissn = {1573-1529}, pages = {193-202} } @article{MTMT:30427298, title = {Equivalent Stress Equation for Unsaturated Soils. II: Solid-Porous Model}, url = {https://m2.mtmt.hu/api/publication/30427298}, author = {Rojas, Eduardo}, doi = {10.1061/(ASCE)1532-3641(2008)8:5(291)}, journal-iso = {INT J GEOMECH}, journal = {INTERNATIONAL JOURNAL OF GEOMECHANICS}, volume = {8}, unique-id = {30427298}, issn = {1532-3641}, year = {2008}, eissn = {1943-5622}, pages = {291-299} } @article{MTMT:30427099, title = {Wetting, drying and compression characteristics of compacted clay}, url = {https://m2.mtmt.hu/api/publication/30427099}, author = {SIVAKUMAR, V and TAN, W C and MURRAY, E J and MCKINLEY, J D}, journal-iso = {GEOTECHNIQUE}, journal = {GEOTECHNIQUE}, volume = {56}, unique-id = {30427099}, issn = {0016-8505}, year = {2006}, eissn = {1751-7656}, pages = {57-62} } @article{MTMT:30427333, title = {MODELING HYSTERESIS OF THE SOIL-WATER CHARACTERISTIC CURVE}, url = {https://m2.mtmt.hu/api/publication/30427333}, author = {ROJAS, EDUARDO and ROJAS, FERNANDO}, doi = {10.3208/sandf.45.3_135}, journal-iso = {SOILS FOUND}, journal = {SOILS AND FOUNDATIONS}, volume = {45}, unique-id = {30427333}, issn = {0038-0806}, year = {2005}, pages = {135-145} } @article{MTMT:30427148, title = {A new technique for rapid measurement of continuous soil moisture characteristic curves}, url = {https://m2.mtmt.hu/api/publication/30427148}, author = {Toker, N. K. and Germaine, J. T. and Sjoblom, K. J. and Culligan, P. J.}, journal-iso = {GEOTECHNIQUE}, journal = {GEOTECHNIQUE}, volume = {54}, unique-id = {30427148}, issn = {0016-8505}, year = {2004}, eissn = {1751-7656}, pages = {179-186} } @article{MTMT:30427013, title = {Probabilistic slope stability analysis for practice}, url = {https://m2.mtmt.hu/api/publication/30427013}, author = {El-Ramly, H and Morgenstern, N R and Cruden, D M}, doi = {10.1139/t02-034}, journal-iso = {CAN GEOTECH J}, journal = {CANADIAN GEOTECHNICAL JOURNAL}, volume = {39}, unique-id = {30427013}, issn = {0008-3674}, year = {2002}, eissn = {1208-6010}, pages = {665-683} } @article{MTMT:30427330, title = {The expression of hysteresis appearing on water characteristic curves and the change of stresses in unsaturated soils}, url = {https://m2.mtmt.hu/api/publication/30427330}, author = {KAWAI, Katsuyuki and WANG, Weichuan and IIZUKA, Atsushi}, doi = {10.2208/journalam.5.777}, journal-iso = {Journal of applied mechanics}, journal = {Journal of applied mechanics}, volume = {5}, unique-id = {30427330}, issn = {1345-9139}, year = {2002}, eissn = {1884-832X}, pages = {777-784} } @article{MTMT:30427249, title = {Estimation of hydraulic conductivity of unsaturated soils using a geotechnical centrifuge}, url = {https://m2.mtmt.hu/api/publication/30427249}, author = {Singh, D N and Kuriyan, Sneha J}, doi = {10.1139/t02-013}, journal-iso = {CAN GEOTECH J}, journal = {CANADIAN GEOTECHNICAL JOURNAL}, volume = {39}, unique-id = {30427249}, issn = {0008-3674}, year = {2002}, eissn = {1208-6010}, pages = {684-694} } @article{MTMT:30427041, title = {Estimating hysteresis in the soil water retention function from cone permeameter experiments}, url = {https://m2.mtmt.hu/api/publication/30427041}, author = {Šimůnek, Jiří and Kodešová, Radka and Gribb, Molly M. and van Genuchten, Martinus T.}, doi = {10.1029/1998WR900110}, journal-iso = {WATER RESOUR RES}, journal = {WATER RESOURCES RESEARCH}, volume = {35}, unique-id = {30427041}, issn = {0043-1397}, year = {1999}, eissn = {1944-7973}, pages = {1329-1345} } @article{MTMT:30427266, title = {Development of Cone Penetrometer Method to Determine Soil Hydraulic Properties}, url = {https://m2.mtmt.hu/api/publication/30427266}, author = {Gribb, Molly M. and Šimůnek, Jirka and Leonard, Michael F.}, doi = {10.1061/(ASCE)1090-0241(1998)124:9(820)}, journal-iso = {J GEOTECH GEOENVIRON}, journal = {JOURNAL OF GEOTECHNICAL AND GEOENVIRONMENTAL ENGINEERING}, volume = {124}, unique-id = {30427266}, issn = {1090-0241}, year = {1998}, eissn = {1943-5606}, pages = {820-829} } @article{MTMT:30427293, title = {ESTIMATING SOIL HYDRAULIC PROPERTIES FROM TRANSIENT CONE PERMEAMETER DATA}, url = {https://m2.mtmt.hu/api/publication/30427293}, author = {Kodešová, Radka and Gribb, Molly M. and Šimůnek, Jiří}, journal-iso = {SOIL SCI}, journal = {SOIL SCIENCE}, volume = {163}, unique-id = {30427293}, issn = {0038-075X}, year = {1998}, eissn = {1538-9243}, pages = {436-453} }