A new analytical method for design of reinforced embankment on rigid pile elements
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This study presents an advanced analytical method for design of geosynthetic reinforced piled supported embankment, which based on the combination of arching effect, tensioned membrane action, and shear resistance mechanism. The present method describes the complex behavior and interaction between geosynthetic-soil-pile, thereby providing more suitable design approaches and believed to be a useful tool for engineers in designing soil-geosynthetic system.
Nội dung trích xuất từ tài liệu:
A new analytical method for design of reinforced embankment on rigid pile elements
Nội dung trích xuất từ tài liệu:
A new analytical method for design of reinforced embankment on rigid pile elements
Tìm kiếm theo từ khóa liên quan:
Piled embankment Reinforced embankment Interaction mechanism The proposed method Numerical analysis Tensioned membrane actionGợi ý tài liệu liên quan:
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