3D Rotational Failure Mechanism of Tunnel Face in Weathered and Saturated Hoek-Brown Rock Masses
Author:
Publisher
Springer Science and Business Media LLC
Subject
Civil and Structural Engineering
Link
http://link.springer.com/content/pdf/10.1007/s12205-019-1048-4.pdf
Reference30 articles.
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4. Collins, I. F., Gunn, C. I. M., Pender, M. J., and Yan, W. (1988). “Slope stability analyses for materials with a non-linear failure envelope.” International Journal for Numerical and Analytical Methods in Geomechanics, Vol. 12, No. 5, pp. 533–550, DOI: https://doi.org/10.1002/nag.1610120507 .
5. Drescher, A. and Christopoulos, C. (1988). “Limit analysis slope stability with nonlinear yield condition.” International Journal for Numerical and Analytical Methods in Geomechanics, Vol. 12, No. 3, pp. 341–345, DOI: https://doi.org/10.1002/nag.1610120307 .
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