桩类型 桩个数 邻桩个数 每个桩的折减因子 极限承载力 >4b:`L
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B 4 5 1-5/16 2.75Qu 5|z>_f.^pS
C 4 3 1-3/16 3.25Qu M_lQ^7/
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Qu - 单桩极限承载力 S~X&^JvT
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