Access the full text.
Sign up today, get DeepDyve free for 14 days.
Yu Wang, A. Aladejare (2015)
Selection of site-specific regression model for characterization of uniaxial compressive strength of rockInternational Journal of Rock Mechanics and Mining Sciences, 75
Min (2003)
An experimental and numerical study of the in-situ stress measurement on transversely isotropic rock by overcoring methodImagination Cognition & Personality, 7
S. Kahraman (2001)
Evaluation of simple methods for assessing the uniaxial compressive strength of rockInternational Journal of Rock Mechanics and Mining Sciences, 38
S. Ong, J. Roegiers (1993)
Influence of anisotropies in borehole stabilityInternational Journal of Rock Mechanics and Mining Sciences & Geomechanics Abstracts, 30
Neng-Xiong (2004)
3d modeling methods and spatial data model of layered rock-massJournal of China University of Mining & Technology, 33
S. Kreitler, H. Kreitler, Vicky Wanounou (1988)
Cognitive Modification of Test Performance in Schizophrenics and NormalsImagination, Cognition and Personality, 7
Inoue (1966)
Study on the strength of rock by the Schmidt test hammer (Part 1)Technical Reports of the Kumamoto University, 15
S. Heng, Ying-Xiao Guo, Chunhe Yang, J. Daemen, L. Zhi (2015)
Experimental and theoretical study of the anisotropic properties of shaleInternational Journal of Rock Mechanics and Mining Sciences, 74
Y. Tien, M. Kuo, C. Juang (2006)
An experimental investigation of the failure mechanism of simulated transversely isotropic rocksInternational Journal of Rock Mechanics and Mining Sciences, 43
M. Hakala, H. Kuula, J. Hudson (2007)
Estimating the transversely isotropic elastic intact rock properties for in situ stress measurement data reduction: A case study of the Olkiluoto mica gneiss, FinlandInternational Journal of Rock Mechanics and Mining Sciences, 44
A. Al-Harthi (1998)
Effect of planar structures on the anisotropy of Ranyah sandstone, Saudi ArabiaEngineering Geology, 50
Q. Gong, Jian Zhao, Y. Jiao (2005)
Numerical modelling of the effects of joint spacing on rock fragmentation by TBM cuttersTunnelling and Underground Space Technology, 20
Jincai Zhang (2013)
Borehole stability analysis accounting for anisotropies in drilling to weak bedding planesInternational Journal of Rock Mechanics and Mining Sciences, 60
B. Amadei, W. Savage, H. Swolfs (1987)
Gravitational stresses in anisotropic rock massesInternational Journal of Rock Mechanics and Mining Sciences & Geomechanics Abstracts, 24
Lu (2008)
Analysis of unsaturated seepage in inter-bed layered fractured rock mass with rainfall infiltrationChinese Journal of Geotechnical Engineering, 30
Hongwei Zhou, C. Wang, L. Mishnaevsky, Z. Duan, J. Ding (2013)
A fractional derivative approach to full creep regions in salt rockMechanics of Time-Dependent Materials, 17
H. Niandou, J. Shao, J. Henry, D. Fourmaintraux (1997)
Laboratory investigation of the mechanical behaviour of Tournemire shaleInternational Journal of Rock Mechanics and Mining Sciences, 34
W. Owens, D. Bamford (1976)
A Discussion on natural strain and geological structure - Magnetic, seismic, and other anisotropic properties of rock fabricsPhilosophical Transactions of the Royal Society of London. Series A, Mathematical and Physical Sciences, 283
A. Basu, A. Aydin (2006)
Predicting Uniaxial Compressive Strength by Point Load Test: Significance of Cone PenetrationRock Mechanics and Rock Engineering, 39
R. Everitt, E. Lajtai (2004)
The influence of rock fabric on excavation damage in the Lac du Bonnett graniteInternational Journal of Rock Mechanics and Mining Sciences, 41
K. Chau, R. Wong (1996)
Uniaxial compressive strength and point load strength of rocksInternational Journal of Rock Mechanics and Mining Sciences & Geomechanics Abstracts, 33
Haitao Wang, Suyuan Yu (2008)
Uncertainties of creep model in stress analysis and life prediction of graphite componentNuclear Engineering and Design, 238
J. Gale, R. Reed, J. Holder (2007)
Natural fractures in the Barnett Shale and their importance for hydraulic fracture treatmentsAAPG Bulletin, 91
M. Nasseri, K.S Rao, T. Ramamurthy (2003)
Anisotropic strength and deformational behavior of Himalayan schistsInternational Journal of Rock Mechanics and Mining Sciences, 40
Layered rock mass has special geologic mechanical properties. The constitutive relationship and elastic parameters play an important role in engineering design and analysis. In this paper, the constitutive relation and elastic parameters calculation model are proposed for the parallel, vertical and inclined layered rock mass with combined Hooke spring model and coordinate transformation method. The sensitivity factors and regularity effect on the mechanical parameters are analyzed with single factor analysis method. The results show that the elastic parameters of layered rock mass are controlled by thickness, elastic parameters and inclined angle of the bedding plane and interlayered rock. Comparing the elastic Modulus of calculation and simulation, the errors are respectively in 0.23%–3.75% and 1.17%–2.87% for vertical and parallel direction.
Strength, Fracture and Complexity – IOS Press
Published: Jan 1, 2018
Read and print from thousands of top scholarly journals.
Already have an account? Log in
Bookmark this article. You can see your Bookmarks on your DeepDyve Library.
To save an article, log in first, or sign up for a DeepDyve account if you don’t already have one.
Copy and paste the desired citation format or use the link below to download a file formatted for EndNote
Access the full text.
Sign up today, get DeepDyve free for 14 days.
All DeepDyve websites use cookies to improve your online experience. They were placed on your computer when you launched this website. You can change your cookie settings through your browser.