Experimental and numerical investigations ...
Type de document :
Article dans une revue scientifique: Article original
URL permanente :
Titre :
Experimental and numerical investigations on hydro-mechanical properties of saturated fine-grained sandstone
Auteur(s) :
Wang, Susheng [Auteur]
Xu, Weiya [Auteur]
Hohai University
Laboratoire de Mécanique, Multiphysique, Multiéchelle - UMR 9013 [LaMcube]
Wang, Wei [Auteur]
Hohai University
Laboratoire de Mécanique, Multiphysique, Multiéchelle - UMR 9013 [LaMcube]
Xu, Weiya [Auteur]
Hohai University
Laboratoire de Mécanique, Multiphysique, Multiéchelle - UMR 9013 [LaMcube]
Wang, Wei [Auteur]
Hohai University
Laboratoire de Mécanique, Multiphysique, Multiéchelle - UMR 9013 [LaMcube]
Titre de la revue :
International Journal of Rock Mechanics and Mining Sciences
Numéro :
127
Pagination :
104222
Éditeur :
Pergamon and Elsevier
Date de publication :
2020-03
ISSN :
1365-1609
Mot(s)-clé(s) en anglais :
Fine-grained sandstone
Triaxial compression test
Hydro-mechanical properties
Coupled elastoplastic damage model
Triaxial compression test
Hydro-mechanical properties
Coupled elastoplastic damage model
Discipline(s) HAL :
Sciences de l'ingénieur [physics]
Résumé en anglais : [en]
In order to investigate hydro-mechanical properties of fine-grained sandstone in Xiangjiaba hydropower station in China, a series of triaxial compression tests of saturated fine-grained sandstone were conducted. Two groups ...
Lire la suite >In order to investigate hydro-mechanical properties of fine-grained sandstone in Xiangjiaba hydropower station in China, a series of triaxial compression tests of saturated fine-grained sandstone were conducted. Two groups of hydro-mechanical triaxial compression tests of saturated sandstone are conducted: firstly, confining pressure is constant at 10 MPa while pore pressure is varied from 4, 6, and 8 MPa; secondly, pore pressure is constant at 6 MPa while confining pressure is varied from 10, 15, and 20 MPa. The effects of the confining and pore pressures on strength and deformation behaviors of saturated fine-grained sandstone are discussed. Based on the test results, a novel coupled elastoplastic damage model is proposed to considering hydro-mechanical coupling properties of saturated fine-grained sandstone using the effective stress concept. Furthermore, the numerical formulations of a return mapping algorithm for the coupled model implementation are introduced in detail. Finally, the validity and efficiency of the model are compared between numerical simulation and test results. Therefore, the coupled model is effectively applied in the stability analysis of practical engineering.Lire moins >
Lire la suite >In order to investigate hydro-mechanical properties of fine-grained sandstone in Xiangjiaba hydropower station in China, a series of triaxial compression tests of saturated fine-grained sandstone were conducted. Two groups of hydro-mechanical triaxial compression tests of saturated sandstone are conducted: firstly, confining pressure is constant at 10 MPa while pore pressure is varied from 4, 6, and 8 MPa; secondly, pore pressure is constant at 6 MPa while confining pressure is varied from 10, 15, and 20 MPa. The effects of the confining and pore pressures on strength and deformation behaviors of saturated fine-grained sandstone are discussed. Based on the test results, a novel coupled elastoplastic damage model is proposed to considering hydro-mechanical coupling properties of saturated fine-grained sandstone using the effective stress concept. Furthermore, the numerical formulations of a return mapping algorithm for the coupled model implementation are introduced in detail. Finally, the validity and efficiency of the model are compared between numerical simulation and test results. Therefore, the coupled model is effectively applied in the stability analysis of practical engineering.Lire moins >
Langue :
Anglais
Comité de lecture :
Oui
Audience :
Internationale
Vulgarisation :
Non
Date de dépôt :
2021-12-08T09:52:37Z
2025-04-01T10:45:11Z
2025-04-01T10:45:11Z
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