Limit Analysis Solution for Ultimate Bearing Capacity of Footing Resting on the Rock Mass with a Circular Void Subjected to Line Loading
Vinay Bhushan Chauhan, Piyush Kumar, Suraparb Keawsawasvong
Topics & Concepts
Dimensionless quantityVoid (composites)Bearing capacityRock mass classificationParametric statisticsFinite element methodVoid ratioStructural engineeringGeotechnical engineeringMechanicsPhysicsMaterials scienceGeologyEngineeringMathematicsComposite materialStatisticsGeotechnical Engineering and AnalysisGeotechnical Engineering and Underground StructuresDam Engineering and Safety