A New Method of Calculating the Bearing Capacity of Strip Foundation
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摘要: 通过假定地基整体失稳时的滑动面为一通过基础边缘的圆弧,运用极限平衡方法,建立了新的条形基础下地基极限承载力的计算公式,并与现有的几种地基承载力计算方法进行了比较分析,提出的方法比经典的理论公式结果合理,并与现行常用方法结果甚为接近,表明提出的新方法是合理和具有工程实用价值的。Abstract: Based on strip foundation and assuming the sliding surface is circle,which is closer to reality, the author deduced a new theory formula for calculating the bearing capacity of strip foundation. And it was taken to compare with several existing calculation methods of foundation bearing capacity to evaluate it the legitimacy and applicability of engineering practice.
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