A Takagi-Sugeno fuzzy model for predicting the clean rock joints shear strength
Abstract It is well known that learning about the mechanical behavior of a fractured rock mass depends on the shear behavior of its discontinuities. Several studies have shown that the shear behavior of unfilled rock discontinuities depends on their boundary conditions, roughness characteristics and...
| Main Authors: | , , |
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| Format: | Article |
| Language: | English |
| Published: |
Fundação Gorceix
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| Series: | REM: International Engineering Journal |
| Subjects: | |
| Online Access: | http://www.scielo.br/scielo.php?script=sci_arttext&pid=S2448-167X2019000300193&lng=en&tlng=en |