A. 单桩竖向承载力特征值可比非抗震设计时提高25%
B. 单桩水平向承载力特征值可以比非抗震设计时提高25%
C. 当承台周围回填土夯实度满足要求时，桩的水平承载力由桩与承台正面土共同承担
D. 当承台周围回填土夯实度满足要求时，桩的水平承载力由桩与承台正面土及承台底面与地基土间的摩擦力三者共同承担
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