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Collapse mechanism of shallow tunnel based on nonlinear Hoek–Brown failure criterion

✍ Scribed by X.L. Yang; F. Huang


Book ID
113938290
Publisher
Elsevier Science
Year
2011
Tongue
English
Weight
344 KB
Volume
26
Category
Article
ISSN
0886-7798

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The bearing capacity of shallow foundations resting on a modified Hoek-Brown rock mass is investigated within the framework of the kinematic approach of limit analysis theory. At the rock material nivel, closed-form expressions are obtained for the support functions of the rock failure criterion. Th