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对边坡工程中抗滑桩间土拱效应的产生机理进行了分析。通过平面应变数值模型,对桩间土拱效应与桩间净距的关系进行了研究。解决了在其他因素不变的情况下,形成土拱效应时抗滑桩间距的合理范围的问题。
The mechanism of soil arching among anti-slide piles in slope engineering is analyzed. Through the plane strain numerical model, the relationship between the soil arching effect between piles and the clearance between piles was studied. Solve the other factors in the same circumstances, the formation of arching effect anti-slide pile spacing reasonable range of problems.