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The concept of ‘arching’ in granular soil over an area where there is partial loss of support from an underlying stratum has long been recognised in the study of soil mechanics, but notably there is not one generally accepted approach to account for this phenomenon in the design of piled embankments.

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Ground Reaction Curve in Plane Strain and Three-Dimensional Conditions

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  • 出版模式：

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  • 发表日期：

    2025年

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  • Yan Zhuang

摘要

The concept of ‘arching’ in granular soil over an area where there is partial loss of support from an underlying stratum has long been recognised in the study of soil mechanics, but notably there is not one generally accepted approach to account for this phenomenon in the design of piled embankments.