Stability analysis of a square tunnel in cohesive frictional soils using the stable node-based smoothed finite element method
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This paper presents a stable node-based smoothed finite element method (SNS-FEM) based on the upper theorem of limit analysis for stability analysis of a square tunnel in cohesive-frictional soils subjected to surcharge loading.
Nội dung trích xuất từ tài liệu:
Stability analysis of a square tunnel in cohesive frictional soils using the stable node-based smoothed finite element method
Nội dung trích xuất từ tài liệu:
Stability analysis of a square tunnel in cohesive frictional soils using the stable node-based smoothed finite element method
Tìm kiếm theo từ khóa liên quan:
Civil engineering Square tunnel Upper bound limit analysis Cohesive-frictional soils Stability analysisTài liệu liên quan:
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