A. 桩基应穿透湿陷性土层支承在压缩性较低的土层上
B. 在自重湿陷性黄土地基中，宜采用混凝土预制桩
C. 对非自重湿陷性场地上乙级桩基的单桩极限承载力宜以浸水载荷试验为主要依据
D. 计算自重湿陷性黄土场地上的单桩极限承载力时，应适当考虑负摩阻力影响
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