Bearing capacity of foundations on rock slopes intersected by non-persistent discontinuity
Rocks encountered in foundations of heavy structures are invariably intersected by discontinuities (joints). In the past, several studies have been performed by researchers to incorporate the effect of fully persistent joints in the assessment of the load-carrying capacity of rocks. However, in the...
Main Authors: | , |
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Format: | Article |
Language: | English |
Published: |
Elsevier
2020-09-01
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Series: | International Journal of Mining Science and Technology |
Subjects: | |
Online Access: | http://www.sciencedirect.com/science/article/pii/S2095268619304318 |