Zobrazeno 1 - 10
of 31
pro vyhledávání: '"Y. Tanabashi"'
Publikováno v:
New Horizons in Earth Reinforcement ISBN: 9781003416753
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::0707550bc370e3524cc610525e961bbf
https://doi.org/10.1201/9781003416753-108
https://doi.org/10.1201/9781003416753-108
Publikováno v:
Rock Stress ISBN: 9781003078890
Rock Stress
Rock Stress
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::c05b7ad6d8abe032a22850f655bf8fe1
https://doi.org/10.1201/9781003078890-85
https://doi.org/10.1201/9781003078890-85
Publikováno v:
Frontiers of Rock Mechanics and Sustainable Development in the 21st Century ISBN: 9781003077510
The assessment of the shear strength of rock joints is essential for many rock engineering projects. The shear behavior of rock joints is usually investigated in the laboratory by using a direct shear apparatus, where the normal load is kept constant
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::fbc2f41fd6599e24db95642c05c1e127
https://doi.org/10.1201/9781003077510-56
https://doi.org/10.1201/9781003077510-56
Publikováno v:
International Journal of Rock Mechanics and Mining Sciences. 43:837-846
Discontinuities in rock masses have an important influence on deformational behaviour of blocky rock systems. For a single rock joint, the roughness of its surface is of paramount importance to its mechanical and hydraulic properties, such as frictio
Publikováno v:
Tunnelling and Underground Space Technology. 21:485-491
Mechanisms of deformation and failure of underground opening in jointed rock masses are governed by the characteristics of the geometrical distribution of discontinuities. In this paper, the extracting method of geometrical distribution of discontinu
Publikováno v:
International Journal of Rock Mechanics and Mining Sciences. 41:275-286
Correct assessment of the shear strength of rock joints is essential for several rock-engineering projects. The shear behavior of rock joints is usually investigated in the laboratory using a direct shear apparatus, wherein the forces or stresses act
Publikováno v:
Tunnelling and Underground Space Technology. 16:99-105
This paper presents a theoretical method predicting the development and progress of plastic zones around tunnels in soft rocks and determining the loosening pressure which has to be taken by rock bolts or linings. Influence effects of the mechanical
Publikováno v:
Harmonising Rock Engineering and the Environment ISBN: 9780415804448
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::68b0ecb733095235390549152ad199e2
https://doi.org/10.1201/b11646-226
https://doi.org/10.1201/b11646-226
Autor:
M. Lu, Ivan W. H. Fung, C. A. Tang, Binsong Jiang, Seung-Han Baek, Jaysing Choudhari, A. Jafari, E. Broch, D. Saiang, T. Kaleshwara Rao, Y. Jiang, Shucai Li, Tomoya Sakata, Hyun-Koo Moon, T. Nishimura, Liang Wang, Yongnian He, D. M. Chen, P. A. Nawrocki, Wei Chen, Q. N. Trinh, H. Kiyama, J. Hedayatjo, T. Hon, Kamran Goshtasbi, Keh-Jian Shou, Atsunori Tomita, Kiyoshi Kishida, S. Y. Wang, Y. Tanabashi, Shugang Wang, T. Fukuda, Gang Wang, Chung-In Lee, C. X. Yang, R. Ashjari, Jung-Wook Park, Y. H. Wu, Qiang Zhang, Xiaowei Li, Mahendra Singh, Bong-Ki Son, Junhai Zhao, Z. Guan, Toshihisa Adachi, K. C. Lam, Huai-Ning Ruan, Takashi Hosoda, Eun-Joon Jo, Morteza Ahmadi, T. Xu, E. Nordlund
Publikováno v:
Rock Mechanics in Underground Construction.
Autor:
V. AZIZI, H. MEMARIAN, YANTING CHANG, A. H. GHAZVINIAN, A. FATHI, Z. A. MORADIAN, M. R. NIKUDEL, LIJUN HAN, YONGNIAN HE, HOUQUAN ZHANG, E. S. HONG, J. S. LEE, H. S. SHIN, S. O. CHOI, I. M. LEE, Y. ITO, S. NAKAGAWA, K. KIKUCHI, T. KOBAYASHI, T. SAITO, Y. JIA, Y. WILEVEAU, K. SU, G. DUVEAU, J. F. SHAO, H. M. KIM, J. INOUE, K. ANDO, JAE GON KIM, GYOO HO LEE, IK WOO, TACK HYUN KIM, CHUL-MIN CHON, JIN-SOO LEE, RAKESH KUMAR, K. G. SHARMA, A. VARADARAJAN, M. KWAŚNIEWSKI, M. TAKAHASHI, B. LI, Y. J. JIANG, R. SAHO, Y. TASAKU, Y. TANABASHI, C. CHUNLIN LI, Y. H. LI, R. F. YUAN, X. D. ZHAO, Z. Z. LIANG, L. G. THAM, C. A. TANG, S. K. AU, S. Y. WANG, Y. B. ZHANG, M. LU, J. G. CAI, A. BEITNES, L. MA, J. J. K. DAEMEN, AYUMI MIYATA, YUZO OHNISHI, SATOSHI NISHIYAMA, TAKAO YANO, MANABU TAKAHASHI, M. MOOSAVI, R. DOOSTMOHAMMADI, Y. OBARA, K. SASAKI, T. MATSUYAMA, T. YOSHINAGA, L. J. PAKIANATHAN, K. JEYATHARAN, C. F. LEUNG, V. CHEPURTHY, S. M. PARK, M. J. YI, J. H. KIM, C. KIM, J. S. SON, S. J. CHO, H. SONMEZ, H. ALTINSOY, C. GOKCEOGLU, E. W. MEDLEY, J. H. SYNN, C. PARK, W. K. SONG, Q. X. LIN, Y. M. LIU, P. K. K. LEE, J. WANG, J. YOON, O. STEPHANSSON, G. DRESEN, WEI KANG, CHUN'AN TANG, J. M. ZHU, Q. NIE, W. S. ZHU, Y. S. H. GUO, S. C. LI, R. H. C. WONG, X. J. LI
Publikováno v:
Rock Mechanics in Underground Construction.