A. 端承桩一般不宜计入承台底土的阻力
B. 一般情况下桩数大于4时，摩擦桩应考虑承台底土阻力
C. 如桩间土是软土，可不计入承台底土的阻力，因软土承载力较小，在桩基承载中占的比例也较小，可以忽略
D. 采用挤土法施工时，桩间土得到挤密，应计入承台底土的阻力
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