A. 沉降量与承压板宽度或直径之比s/b＝0.06所对应的荷载值
B. 建筑荷载作用下密砂和硬黏土地基s/b＝0.05所对应的荷载值
C. 荷载—沉降（p～s）曲线上的比例界限荷载小于极限荷载的一半时，取比例界限荷载值
D. p～s曲线上陡降段起始点对应的荷载
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