某场地自0～8.0m为软塑黏性土，I_L＝0.80，c＝0.88，γ＝19kN/m³，地下水位为5.0m，土层承载力特征值为70kPa，拟采用独立基础，底面尺寸为2m×4m，基础底面埋深2.0m，基底底面处相应于荷载效应标准组合时的平均压力为220kPa，基底下设2.0m厚的粗砂垫层。则垫层下软土层承载力验算结果为（）。

A．满足，承载力为136.5kPa

B．不满足，承载力为136.5kPa

C．满足，承载力为146.5kPa

D．不满足，承载力为146.5kPa

During counterflooding to correct a severe list aggravated by an off-center load, your vessel suddenly takes a list or trim to the opposite side. You should（）.

A.continue counterflooding in the same direction

B.continue counterflooding, but in the opposite direction

C.immediately stop counterflooding

D.deballast from the low side