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A. 确定桩数和布桩时，由于抗力是采用基桩或复合基桩极限承载力除以综合安全系数K＝2确定的特征值，故采用荷载分项系数γG＝1、γQ＝1的荷载效应标准组合
B. 验算坡地、岸边建筑桩基整体稳定性采用综合安全系数，故其荷载效应采用γG＝1、γQ＝1的标准组合
C. 计算荷载作用下基桩沉降和水平位移时，考虑土体固结变形时效特点，应采用荷载效应基本组合
D. 在计算承台结构和桩身结构时，应与上部混凝土结构一致，承台顶面作用效应应采用基本组合，其抗力应采用包含抗力分项系数的设计值
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