المؤلفون: Xuefeng Li, Zhigang Ma

المصدر: Geomechanics and Geophysics for Geo-Energy and Geo-Resources, Vol 10, Iss 1, Pp 1-14 (2024)

مصطلحات موضوعية: Generalized spatial stress path, True-triaxial apparatus, Conventional triaxial apparatus, Shear strength, Geophysics. Cosmic physics, QC801-809

وصف الملف: electronic resource

Relation: https://doaj.org/toc/2363-8419; https://doaj.org/toc/2363-8427

URL الوصول: https://doaj.org/article/0064971a89374e03bb45de2e17a5765f

المؤلفون: Xia-Ting Feng, Xiaojun Yu, Yangyi Zhou, Chengxiang Yang, Feiyan Wang

المصدر: Journal of Rock Mechanics and Geotechnical Engineering, Vol 15, Iss 5, Pp 1065-1075 (2023)

مصطلحات موضوعية: True triaxial apparatus (TTA), Deep weak rock, Large deformation, Excavation stress path, Instantaneous unloading, Engineering geology. Rock mechanics. Soil mechanics. Underground construction, TA703-712

وصف الملف: electronic resource

Relation: http://www.sciencedirect.com/science/article/pii/S1674775522001871; https://doaj.org/toc/1674-7755

URL الوصول: https://doaj.org/article/6c79554e45fb4153810dd2d8c0f2e66e

المؤلفون: Andreghetto, Dionatas Hoffmann, Festugato, Lucas, Miguel, Gustavo Dias, da Silva, Andressa

المصدر: Soils and Rocks. January 2022 45(2)

مصطلحات موضوعية: True triaxial apparatus, Soil stabilization, Cemented fine sand, Triaxial tests

وصف الملف: text/html

URL الوصول: http://old.scielo.br/scielo.php?script=sci_arttext&pid=S2675-54752022000200409

المؤلفون: Xia-Ting Feng, Jiuyu Zhang, Chengxiang Yang, Jun Tian, Feng Lin, Shiping Li, Xiangxin Su

المصدر: Journal of Rock Mechanics and Geotechnical Engineering, Vol 13, Iss 5, Pp 961-971 (2021)

مصطلحات موضوعية: Deep hard rock engineering, True triaxial apparatus, Microwave-induced fracturing of hard rocks, Electromagnetic compatibility, Dynamic monitoring, Evolution of rock fracturing, Engineering geology. Rock mechanics. Soil mechanics. Underground construction, TA703-712

وصف الملف: electronic resource

Relation: http://www.sciencedirect.com/science/article/pii/S1674775521000494; https://doaj.org/toc/1674-7755

URL الوصول: https://doaj.org/article/70669d11744c4b9d86d6dce67ca7bf8a

المؤلفون: Sławińska-Budzich Justyna

المصدر: Studia Geotechnica et Mechanica, Vol 43, Iss 3, Pp 237-254 (2021)

مصطلحات موضوعية: soil failure criteria, soil peak strength, plane strain conditions, true triaxial apparatus, plastic flow rule, Engineering geology. Rock mechanics. Soil mechanics. Underground construction, TA703-712

وصف الملف: electronic resource

Relation: https://doaj.org/toc/2083-831X

URL الوصول: https://doaj.org/article/08e09765809a4ed0b80c8f87c1bb526a

المؤلفون: Sibille, Luc, Villard, Pascal, Darve, Félix, Aboul Hosn, Rodaina

المساهمون: GéoMécanique, Laboratoire sols, solides, structures - risques Grenoble (3SR), Institut polytechnique de Grenoble - Grenoble Institute of Technology (Grenoble INP)-Centre National de la Recherche Scientifique (CNRS)-Université Grenoble Alpes 2016-2019 (UGA 2016-2019 )-Institut polytechnique de Grenoble - Grenoble Institute of Technology (Grenoble INP)-Centre National de la Recherche Scientifique (CNRS)-Université Grenoble Alpes 2016-2019 (UGA 2016-2019 ), Institut polytechnique de Grenoble - Grenoble Institute of Technology (Grenoble INP)-Centre National de la Recherche Scientifique (CNRS)-Université Grenoble Alpes 2016-2019 (UGA 2016-2019 ), Institut national de recherche en sciences et technologies pour l'environnement et l'agriculture (IRSTEA)

المصدر: ISSN: 0363-9061.

مصطلحات موضوعية: discrete element method, soil constitutive behaviour, true triaxial apparatus, true triaxial loading paths, [SPI.GCIV.GEOTECH]Engineering Sciences [physics]/Civil Engineering/Géotechnique, [SPI.GCIV.CH]Engineering Sciences [physics]/Civil Engineering/Construction hydraulique, [SPI.GCIV.RISQ]Engineering Sciences [physics]/Civil Engineering/Risques

Relation: WOS: 000462601800003

الاتاحة: https://hal.science/hal-02059431
https://hal.science/hal-02059431v1/document
https://hal.science/hal-02059431v1/file/Sibille_etal_IJNAMG_2019_AuthorVersion.pdf
https://doi.org/10.1002/nag.2911

المؤلفون: Justyna Sławińska-Budzich

المصدر: Studia Geotechnica et Mechanica, Vol 43, Iss 3, Pp 237-254 (2021)

مصطلحات موضوعية: Geometry, Engineering geology. Rock mechanics. Soil mechanics. Underground construction, Geotechnical Engineering and Engineering Geology, plastic flow rule, Mechanics of Materials, soil peak strength, soil failure criteria, TA703-712, Computers in Earth Sciences, plane strain conditions, true triaxial apparatus, Geology, Civil and Structural Engineering, Plane stress

URL الوصول: https://explore.openaire.eu/search/publication?articleId=doi_dedup___::e071f7c9b8b340ae2757c0523010c91b
https://doaj.org/article/08e09765809a4ed0b80c8f87c1bb526a

المؤلفون: Luc Sibille, Rodaina Aboul Hosn, Félix Darve, Pascal Villard

المساهمون: GéoMécanique, Laboratoire sols, solides, structures - risques [Grenoble] (3SR ), Institut polytechnique de Grenoble - Grenoble Institute of Technology (Grenoble INP )-Centre National de la Recherche Scientifique (CNRS)-Université Grenoble Alpes [2016-2019] (UGA [2016-2019])-Institut polytechnique de Grenoble - Grenoble Institute of Technology (Grenoble INP )-Centre National de la Recherche Scientifique (CNRS)-Université Grenoble Alpes [2016-2019] (UGA [2016-2019]), Institut polytechnique de Grenoble - Grenoble Institute of Technology (Grenoble INP )-Centre National de la Recherche Scientifique (CNRS)-Université Grenoble Alpes [2016-2019] (UGA [2016-2019]), Institut national de recherche en sciences et technologies pour l'environnement et l'agriculture (IRSTEA), Laboratoire sols, solides, structures - risques [Grenoble] (3SR), Université Joseph Fourier - Grenoble 1 (UJF)-Institut polytechnique de Grenoble - Grenoble Institute of Technology (Grenoble INP)-Institut National Polytechnique de Grenoble (INPG)-Centre National de la Recherche Scientifique (CNRS)-Université Grenoble Alpes (UGA)-Université Joseph Fourier - Grenoble 1 (UJF)-Institut polytechnique de Grenoble - Grenoble Institute of Technology (Grenoble INP)-Institut National Polytechnique de Grenoble (INPG)-Centre National de la Recherche Scientifique (CNRS)-Université Grenoble Alpes (UGA), Université Joseph Fourier - Grenoble 1 (UJF)-Institut polytechnique de Grenoble - Grenoble Institute of Technology (Grenoble INP)-Institut National Polytechnique de Grenoble (INPG)-Centre National de la Recherche Scientifique (CNRS)-Université Grenoble Alpes (UGA)

المصدر: International Journal for Numerical and Analytical Methods in Geomechanics
International Journal for Numerical and Analytical Methods in Geomechanics, Wiley, 2019, 43 (5), pp.858-887. ⟨10.1002/nag.2911⟩

مصطلحات موضوعية: Stress path, soil constitutive behaviour, Rolling resistance, 0211 other engineering and technologies, Computational Mechanics, Monotonic function, 02 engineering and technology, 01 natural sciences, Stress (mechanics), true triaxial loading paths, Calibration, [SPI.GCIV.RISQ]Engineering Sciences [physics]/Civil Engineering/Risques, General Materials Science, 0101 mathematics, discrete element method, true triaxial apparatus, 021101 geological & geomatics engineering, Mathematics, Plane (geometry), [SPI.GCIV.GEOTECH]Engineering Sciences [physics]/Civil Engineering/Géotechnique, Mechanics, Geotechnical Engineering and Engineering Geology, Compression (physics), [SPI.GCIV.CH]Engineering Sciences [physics]/Civil Engineering/Construction hydraulique, 010101 applied mathematics, Mechanics of Materials, SPHERES

URL الوصول: https://explore.openaire.eu/search/publication?articleId=doi_dedup___::458e1fc730d33006d552e6fe7a203a28
https://hal.archives-ouvertes.fr/hal-02059431

المؤلفون: JUNICHI KOSEKI, LEQUANG ANHDAN

المصدر: SOILS AND FOUNDATIONS. 2005, 45(3):21

المؤلفون: Kiyohiro Ikeda, Shuhei Furusawa, Yuki Yamakawa, 古澤 集平, 山川 優樹, 池田 清宏

المصدر: 土木学会論文集A2（応用力学） / Journal of Japan Society of Civil Engineers, Ser. A2 (Applied Mechanics (AM)). 2013, 69(2)267

المؤلفون: IVO HERLE, JAN BOHAC, JAROSLAV FEDA

المصدر: SOILS AND FOUNDATIONS. 1995, 35(3):97

المؤلفون: Lanata, Patrizia

Thesis Advisors: Grenoble Alpes, Bésuelle, Pierre, Viggiani, Gioacchino

مصطلحات موضوعية: Grès, Roche, Localisation de la déformation, Bande de cisaillement, Rupture, Corrélation d’image numérique, Théorie de la bifurcation, Déformation plane, Appareil triaxial vrai, Sandstone, Rock, Strain localization, Shear band, Failure, Digital image correlation, Bifurcation theory, Plane strain, True triaxial apparatus, 620

الاتاحة: http://www.theses.fr/2015GREAI040/document

المؤلفون: Lanata, Patrizia

المساهمون: Laboratoire sols, solides, structures - risques Grenoble (3SR), Université Joseph Fourier - Grenoble 1 (UJF)-Institut polytechnique de Grenoble - Grenoble Institute of Technology (Grenoble INP)-Institut National Polytechnique de Grenoble (INPG)-Centre National de la Recherche Scientifique (CNRS), Université Grenoble Alpes, Pierre Bésuelle, Gioacchino Viggiani

المصدر: https://theses.hal.science/tel-01224997 ; Materials. Université Grenoble Alpes, 2015. English. ⟨NNT : 2015GREAI040⟩.

مصطلحات موضوعية: Sandstone, Rock, Strain localization, Shear band, Failure, Digital image correlation, Bifurcation theory, Plane strain, True triaxial apparatus, Grès, Roche, Localisation de la déformation, Bande de cisaillement, Rupture, Corrélation d’image numérique, Théorie de la bifurcation, Déformation plane, Appareil triaxial vrai, [SPI.MAT]Engineering Sciences [physics]/Materials

Relation: NNT: 2015GREAI040

الاتاحة: https://theses.hal.science/tel-01224997
https://theses.hal.science/tel-01224997v1/document
https://theses.hal.science/tel-01224997v1/file/LANATA_2015_archivage.pdf

المؤلفون: Wang, Yu-hsing, Yan, Wai Man, Lo, Kai Fung

مصطلحات موضوعية: Bender element, Damping ratio, Spectral-ratio method, Near-field effect, True-triaxial apparatus

Relation: http://repository.ust.hk/ir/Record/1783.1-19845; Canadian Geotechnical Journal, v. 43, (11), November 2006, p. 1180-1194; https://doi.org/10.1139/T06-067; http://lbdiscover.ust.hk/uresolver?url_ver=Z39.88-2004&rft_val_fmt=info:ofi/fmt:kev:mtx:journal&rfr_id=info:sid/HKUST:SPI&rft.genre=article&rft.issn=0008-3674&rft.volume=43&rft.issue=11&rft.date=2006&rft.spage=1180&rft.epage=1194&rft.aulast=Wang&rft.aufirst=Yu-Hsing&rft.atitle=Damping-ratio+measurements+by+the+spectral-ratio+method; http://gateway.isiknowledge.com/gateway/Gateway.cgi?GWVersion=2&SrcAuth=LinksAMR&SrcApp=PARTNER_APP&DestLinkType=FullRecord&DestApp=WOS&KeyUT=000243945700007; http://www.scopus.com/record/display.url?eid=2-s2.0-33846946446&origin=inward

الاتاحة: http://repository.ust.hk/ir/Record/1783.1-19845
https://doi.org/10.1139/T06-067
http://lbdiscover.ust.hk/uresolver?url_ver=Z39.88-2004&rft_val_fmt=info:ofi/fmt:kev:mtx:journal&rfr_id=info:sid/HKUST:SPI&rft.genre=article&rft.issn=0008-3674&rft.volume=43&rft.issue=11&rft.date=2006&rft.spage=1180&rft.epage=1194&rft.aulast=Wang&rft.aufirst=Yu-Hsing&rft.atitle=Damping-ratio+measurements+by+the+spectral-ratio+method
http://gateway.isiknowledge.com/gateway/Gateway.cgi?GWVersion=2&SrcAuth=LinksAMR&SrcApp=PARTNER_APP&DestLinkType=FullRecord&DestApp=WOS&KeyUT=000243945700007
http://www.scopus.com/record/display.url?eid=2-s2.0-33846946446&origin=inward

المؤلفون: Jacobsen, Moust

المصدر: Jacobsen , M 1982 , A True Triaxial Apparatus . in EUROMECH 157 : København, 1982 . Kbh .

مصطلحات موضوعية: Triaxial Apparatus, The True Triaxial Apparatus, Triaxial Tests, Soil

وصف الملف: application/pdf

Relation: https://vbn.aau.dk/da/publications/465a1537-a662-48b5-8f92-485d34191d38

الاتاحة: https://vbn.aau.dk/da/publications/465a1537-a662-48b5-8f92-485d34191d38
https://vbn.aau.dk/ws/files/43739793/A_True_Triaxial_Apparatus.pdf

المؤلفون: Sławińska-Budzich, Justyna

مصطلحات موضوعية: soil failure criteria, soil peak strength, plane strain conditions, true triaxial apparatus, plastic flow rule

URL الوصول: http://yadda.icm.edu.pl/baztech/element/bwmeta1.element.baztech-ae83e1d5-199e-41e1-8a96-d3963e374e0f

المؤلفون: Sawicki, A., Sławińska, J., Mierczyński, J., Smyczyński, M.

المصدر: Archives of Hydro-Engineering and Environmental Mechanics.

مصطلحات موضوعية: mechanical properties of granular soils, triaxial investigations, true triaxial apparatus, liquefaction

URL الوصول: http://yadda.icm.edu.pl/baztech/element/bwmeta1.element.baztech-ef10a3fe-2143-4a69-b768-a7d592b1802f