A. 稳定性验算宜采用圆弧法
B. 当不考虑地基的固结时，抗剪强度可不计入内摩擦力
C. 当地基表层铺设加筋土工合成材料时，其强度可不计入
D. 软土层较薄时，可不验算路堤沿软土层底部滑动的稳定性
E. 路堤的稳定安全系数不宜小于1.30
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