Analysis of Compacting Effect in the Forming Process of Ramming Expanded Piles
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摘要: 夯扩桩在成桩过程中会产生挤土效应。通过采用柱形孔扩张理论,推导出砂土中形成扩大头时引起的挤土影响半径和土体位移,并对一工程实例进行了分析。Abstract: Compacting effect is caused in forming process of ramming expanded piles.Based on the columm cavities expansion method,the compacting effect radius and lateral displacement of sands around piles in the forming process of expanded heads are deduced.The caculated results are applied to analyze a practical case.
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