The effect of joint orientation and spacing on the dynamic stability of persistently-jointed rock slopes
Author:
Affiliation:
1. University of Washington, Tacoma
2. University of Washington, Seattle
3. Montana Tech
4. University of Maine
Publisher
The Japanese Geotechnical Society
Link
https://www.jstage.jst.go.jp/article/jgssp/10/18/10_v10.OS-7-02/_pdf
Reference20 articles.
1. 1) Adhikary, D.P., Dyskin, A.V., Jewell, R.J., 1996. Numerical modelling of the flexural deformation of foliated rock slopes. Int. J. Rock Mech. Min. Sci. Geomech. Abstr. 33, 595–606. https://doi.org/10.1016/0148-9062(96)00008-3
2. 2) Adhikary, D.P., Dyskin, A.V., Jewell, R.J., Stewart, D.P., 1997. A study of the mechanism of flexural toppling failure of rock slopes. Rock Mech. Rock Eng. 30, 75–93. https://doi.org/10.1007/BF01020126
3. 3) Alder, L., 1969. Evaluating double elasticity in drill cores under flexure. Int. J. Rock Mech. Min. Sci. 7, 357–370.
4. 4) Amini, M., Majdi, A., Aydan, Ö., 2009. Stability Analysis and the Stabilisation of Flexural Toppling Failure. Rock Mech. Rock Eng. 42, 751–782. https://doi.org/10.1007/s00603-008-0020-2
5. 5) Arnold, L., 2023. Exploration of double elasticity and dynamics in rock using the bonded particle model. Presented at the American Rock Mechanics Association, Atlanta, Georgia.
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