𝔖 Bobbio Scriptorium
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The Roche limit based on vibrational stability

✍ Scribed by Guo-xuan Song


Book ID
103652382
Publisher
Elsevier Science
Year
1985
Tongue
English
Weight
516 KB
Volume
9
Category
Article
ISSN
0275-1062

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Earthquake effects are commonly considered in the stability analysis of rock slopes and other earth structures. The standard approach is often based on the conventional limit equilibrium method using equivalent Mohr-Coulomb strength parameters (c and /) in a slip circle slope stability analysis. The