A. 当仅要求消除基底下1～3m湿陷黄土的湿陷量时，采用土垫层即可以满足基础设计要求
B. 垫层法仅适用于处理地下水位以上且不大于3m厚的土层
C. 垫层土的最优含水量应采用轻型标准击实试验确定
D. 土垫层承载力设计值不宜大于180kPa，灰土垫层不宜大于250kPa
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