المؤلفون: Yu Jiang, Ning Li, Hao-Hong Jiang, Ming-Liang Zhou, Jiao-Long Zhang

المصدر: Applied Sciences; Volume 12; Issue 17; Pages: 8560

مصطلحات موضوعية: tunnel engineering, squeezing rock, nonlinear visco-elastic-plastic model, rock bolt, numerical simulation

جغرافية الموضوع: agris

وصف الملف: application/pdf

Relation: Civil Engineering; https://dx.doi.org/10.3390/app12178560

الاتاحة: https://doi.org/10.3390/app12178560

المؤلفون: Jovičić Vojkan

المصدر: Građevinski Materijali i Konstrukcije, Vol 61, Iss 1, Pp 37-45 (2018)

مصطلحات موضوعية: pilot tunnel method, squeezing rock, large ingress of water, tunnel construction, Engineering (General). Civil engineering (General), TA1-2040

وصف الملف: electronic resource

Relation: https://scindeks-clanci.ceon.rs/data/pdf/2217-8139/2018/2217-81391801037J.pdf; https://doaj.org/toc/2217-8139; https://doaj.org/toc/2335-0229

URL الوصول: https://doaj.org/article/4c235f8dc75a464080b9f35c447d4d67

المؤلفون: Liu, Yichun

المساهمون: STAR, ABES, Laboratoire Navier (navier umr 8205), École des Ponts ParisTech (ENPC)-Centre National de la Recherche Scientifique (CNRS)-Institut Français des Sciences et Technologies des Transports, de l'Aménagement et des Réseaux (IFSTTAR), Université Paris-Est, Jean Sulem

المصدر: Géotechnique. Université Paris-Est, 2020. English. ⟨NNT : 2020PESC1028⟩

مصطلحات موضوعية: [SPI.GCIV.GEOTECH]Engineering Sciences [physics]/Civil Engineering/Géotechnique, Deep tunnels, Comportement différé, Tunnels profonds, Anisotropic convergence, Numerical modeling, [SPI.GCIV.GEOTECH] Engineering Sciences [physics]/Civil Engineering/Géotechnique, Squeezing rock, Time-Dependent behavior, Modélisation numérique, Soutènement semi-Rigide, Terrains tectonisés, Yielding support, Convergence anisotrope

وصف الملف: application/pdf

URL الوصول: https://explore.openaire.eu/search/publication?articleId=dedup_wf_001::7ce421560f4c7ebf4b192bdc5ff3fcdb
https://pastel.archives-ouvertes.fr/tel-03447636

المؤلفون: Liu, Yichun

المساهمون: Laboratoire Navier (NAVIER UMR 8205), École nationale des ponts et chaussées (ENPC)-Centre National de la Recherche Scientifique (CNRS)-Université Gustave Eiffel, Université Paris-Est, Jean Sulem

المصدر: https://pastel.hal.science/tel-03447636 ; Géotechnique. Université Paris-Est, 2020. English. ⟨NNT : 2020PESC1028⟩.

مصطلحات موضوعية: Deep tunnels, Squeezing rock, Time-Dependent behavior, Anisotropic convergence, Numerical modeling, Yielding support, Tunnels profonds, Terrains tectonisés, Comportement différé, Convergence anisotrope, Modélisation numérique, Soutènement semi-Rigide, [SPI.GCIV.GEOTECH]Engineering Sciences [physics]/Civil Engineering/Géotechnique

Relation: NNT: 2020PESC1028

الاتاحة: https://pastel.hal.science/tel-03447636
https://pastel.hal.science/tel-03447636v1/document
https://pastel.hal.science/tel-03447636v1/file/TH2020PESC1028.pdf

المؤلفون: Hisashi HAYASHI, Hisaya YOSHIOKA, Kazuo AOKI, Kiyohiko YANAGAWA, Natsuki KITO, 吉岡 尚也, 林 久資, 柳川 磨彦, 青木 一男, 鬼頭 夏樹

المصدر: 土木学会論文集F1（トンネル工学） / Journal of Japan Society of Civil Engineers, Ser. F1 (Tunnel Engineering). 2011, 67(3)9

المؤلفون: Eiji TAKETSU, Hideki SHIRAHATA, Ryuzabro MORITA, Sanpei KEMMOCHI, Tomoyuki AOKI, 剣持 三平, 森田 隆三郎, 白旗 秀紀, 竹津 英二, 青木 智幸

المصدر: 土木学会論文集Ｆ / Doboku Gakkai Ronbunshuu F. 2006, 62(2):312

المؤلفون: Hiroshi TAKAHASHI, Koji NAKAGAWA, Masato SHINJI

المصدر: Doboku Gakkai Ronbunshu. 2004, 2004(777):83

المؤلفون: Hideki KUWABARA, Hiroshi TAKAHASHI, Katsuhiko IWAI, Keishun TANII, Koji NAKAGAWA, Masato SHINJI

المصدر: Doboku Gakkai Ronbunshu. 2003, 2003(728):27

المؤلفون: Masato SHINJI, Shuzo KITAGAWA, Yuzo KAJIWARA

المصدر: Doboku Gakkai Ronbunshu. 2002, 2002(721):27

المؤلفون: Hiroshi TAKAHASHI, Keishun TANII, Koji NAKAGAWA, Masato SHINJI, Tatsuhiro ISHIMATSU

المصدر: PROCEEDINGS OF TUNNEL ENGINEERING, JSCE. 2002, 12:45

المؤلفون: Hiroshi TAKAHASHI, Koji NAKAGAWA, Masato SHINJI, Shingo MORIMOTO, Yoshiyuki SHIGETA

المصدر: PROCEEDINGS OF TUNNEL ENGINEERING, JSCE. 2003, 13:15

المؤلفون: Tomoyuki AKAGI, Toshikazu KAWAMOTO, Ömer AYDAN

المصدر: PROCEEDINGS OF TUNNEL ENGINEERING, JSCE. 1991, 1:165

المؤلفون: Ju, Yang, Wang, Yongliang, Su, Chuanshang, Zhang, Dongshuang, Ren, Zhangyu

مصطلحات موضوعية: Continuum-based discrete element method, Multilayered rock strata, Mining-induced stress evolution, Caving zone, Fracture zone, Layer separation, UNDERGROUND COAL-MINES, HYDROFRACTURING CRACKS, SQUEEZING ROCK, HARD-ROCK, MODEL, ZONE, HEIGHT, MASS, PROPAGATION, STABILITY, Engineering, Mining & Mineral Processing, Geological

Relation: INTERNATIONAL JOURNAL OF ROCK MECHANICS AND MINING SCIENCES; http://dspace.imech.ac.cn/handle/311007/78876

الاتاحة: http://dspace.imech.ac.cn/handle/311007/78876
https://doi.org/10.1016/j.ijrmms.2018.11.014

المؤلفون: Štimulak, Andrej

المساهمون: Likar, Jakob

مصطلحات موضوعية: convergence confinement method CCM, metoda omejitev konvergenc CCM, NATM, pogoji iztisljivih tal, popustljivo podporje, ductile support, time dependent support behavior, udc:624.131, časovno odvisno obnašanje podporja, squeezing rock conditions

وصف الملف: application/pdf

URL الوصول: https://explore.openaire.eu/search/publication?articleId=od______3505::dc7f29932567611370cc68910d11cc7f
https://hdl.handle.net/20.500.12556/RUL-87713

المصدر: 山口大学工学部研究報告. 52(2):197-204

مصطلحات موضوعية: squeezing rock tunnel, field measurement, advancing drift support effect, 工学, bench cut excavation

وصف الملف: application/pdf

URL الوصول: https://explore.openaire.eu/search/publication?articleId=jairo_______::a28ed2cfa63d9abbc66db31763e54ebd
https://petit.lib.yamaguchi-u.ac.jp/1471

المؤلفون: Aksoy, C. O., Ogul, K., Topal, I., Ozer, S. C., Ozacar, V., Posluk, E.

مصطلحات موضوعية: Swelling rock, Squeezing rock, Non-deformable support analysis, Numerical modeling, Soft soil creep model

Relation: INTERNATIONAL JOURNAL OF ROCK MECHANICS AND MINING SCIENCES; Makale - Uluslararası Hakemli Dergi - Kurum Öğretim Elemanı; https://dx.doi.org/10.1016/j.ijrmms.2012.02.008; https://hdl.handle.net/20.500.12438/4495; 52; 61; 70

الاتاحة: https://hdl.handle.net/20.500.12438/4495
https://doi.org/10.1016/j.ijrmms.2012.02.008

المؤلفون: K. Ogul, C.O. Aksoy, E. Posluk, Samet Özer, Vehbi Özacar, I. Topal

مصطلحات موضوعية: business.industry, Stiffness, Numerical modeling, Interval (mathematics), Structural engineering, Geotechnical Engineering and Engineering Geology, Non-deformable support analysis, Soft soil creep model, Creep, Convergence (routing), medicine, Geotechnical engineering, Support system, Squeezing rock, Compression (geology), medicine.symptom, Swelling, business, Swelling rock, Geology

URL الوصول: https://explore.openaire.eu/search/publication?articleId=doi_dedup___::3fd7512169d86ef54981c7b8f6c0ea7b
https://avesis.deu.edu.tr/publication/details/d1cb3b3f-167f-45d1-8fb8-844794cfa07b/oai

المؤلفون: M. Vogelhuber, G. Anagnostou, K. Kovári

المساهمون: The Pennsylvania State University CiteSeerX Archives

المصدر: http://www.igt.ethz.ch/resources/publications/817/papers/263/Kyoto.pdf.

مصطلحات موضوعية: squeezing rock, tunneling, fault zone, pore water pressure, consolidated-undrained test, consoli- dated-drained test

وصف الملف: application/pdf

Relation: http://citeseerx.ist.psu.edu/viewdoc/summary?doi=10.1.1.578.2091; http://www.igt.ethz.ch/resources/publications/817/papers/263/Kyoto.pdf

الاتاحة: http://citeseerx.ist.psu.edu/viewdoc/summary?doi=10.1.1.578.2091
http://www.igt.ethz.ch/resources/publications/817/papers/263/Kyoto.pdf

المؤلفون: 村田, 洋一, 高橋, 浩, 重田, 佳幸, 進士, 正人, 中川, 浩二

مصطلحات موضوعية: squeezing rock tunnel, bench cut excavation, advancing drift support effect, field measurement, 工学

Relation: http://memoirs.lib-e.yamaguchi-u.ac.jp/

الاتاحة: http://petit.lib.yamaguchi-u.ac.jp/1471
http://petit.lib.yamaguchi-u.ac.jp/1471/files/146297

المؤلفون: Törmänen, Janne

المساهمون: Matinlassi, Marko, Lamberg, Mikko, Insinööritieteiden korkeakoulu, Rinne, Mikael, Aalto-yliopisto, Aalto University

مصطلحات موضوعية: squeezing rock, deformation prediction, tunnel support, underground mining

Relation: https://aaltodoc.aalto.fi/handle/123456789/41758; URN:NBN:fi:aalto-201912226707

الاتاحة: https://aaltodoc.aalto.fi/handle/123456789/41758