2009Nonferrous Metals Engineering & ResearchRequires access

Application of Root Piles in the Design of Foundation Treatment

Liang An-ning

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Abstract

A great difference between the actual bearing capacity of foundation and the calculated bearing capacity of foundation in the original survey report is found after foundation excavation of a high-rise building in karst area, the foundation cannot meet the design requirement. After comprehensive consideration of site foundation conditions and construction technologies, the foundation treatment method with root piles is employed in design, which is proved to be feasible and successful in practice

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What this paper is about

A great difference between the actual bearing capacity of foundation and the calculated bearing capacity of foundation in the original survey report is found after foundation excavation of a high-rise building in karst area, the foundation cannot meet the design requirement. After comprehensive consideration of site foundation conditions and construction technologies, the foundation treatment method with root piles is employed in design, which is proved to be feasible and successful in practice

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Available abstract

A great difference between the actual bearing capacity of foundation and the calculated bearing capacity of foundation in the original survey report is found after foundation excavation of a high-rise building in karst area, the foundation cannot meet the design requirement. After comprehensive consideration of site foundation conditions and construction technologies, the foundation treatment method with root piles is employed in design, which is proved to be feasible and successful in practice

Key concepts: Foundation (evidence), Engineering, Bearing capacity, Civil engineering, Geotechnical engineering, Excavation, Construction engineering, Geography

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