桩类型 桩个数 邻桩个数 每个桩的折减因子 极限承载力 O{")i;v@
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A 1 8 1-8/16 0.5Qu x
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B 4 5 1-5/16 2.75Qu yd0=h7s
C 4 3 1-3/16 3.25Qu ,Ou1!`6?t
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