【摘要】 运用集对分析中的联系数的方法 ,对两种类似桩基的试桩资料进行对比分析 .挖掘出这两种桩基的同一和差异的数据成分 ,可以对未达到极限承载力桩基进行预估 ,从而获得单桩极限承载力 同时用工程实例加以证实 ,为推断单桩极限承载力提供了一种新方法更多还原

【Abstract】 A comparative analysis is made on test pile data from two kinds of similar pile foundations by using the method of connection number in set pair analysis. By tapping for identical and different data ingredients of both of them, the pile foundation which has not yet attained ultimate bearing capacity can be predicted. thus the ultimate bearing capacity of single pile is obtained. Confirming by engineering example, a new method for inferring ultimate bearing capacity is offerred.更多还原