Proposed solution for the ground reaction of non-circular tunnels in an elastic-perfectly plastic rock mass

作者: Eugie Kabwe , Murat Karakus , Emmanuel K. Chanda

DOI: 10.1016/J.COMPGEO.2019.103354

关键词: IsotropyMechanicsConstitutive equationRock mass classificationStress relaxationHydrostatic stressYield (engineering)Drucker–Prager yield criterionStress (mechanics)Mathematics

摘要: … ignore the intermediate principal stress effect on the rock mass strength. The … intermediate principal stress effect. The DP, on the other hand, considers the intermediate principal stress …

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