建筑物荷载的性质也影响基础埋深的选择。承受轴向压力为主的基础，其埋深只需要满足地基强度和变形要求；对于承受水平荷载的基础，还需有足够的埋深以满足稳定性要求；对于承受上拔力的基础（输电塔基础），也要求有较大的埋深以保证足够的抗拔阻力。而高层建筑由于荷载大，且承受风力和地震力等水平荷载，为满足稳定性的要求，减少建筑物的整体倾斜，基础埋深一般不应少于1/12～1/8的地面以上建筑物的高度。
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