区号桩长根数15%掺量桩长 21%掺量桩长用量T（15%)/根用量T（21%）/根合计用量（15%)合计用量（21%)A区2075911.700.6951.26452.10394.82720417911.700.6951.264289.691527.23720132911.700.6951.26491.701166.895B17.514199.200.6950.99497.953140.18218.5752910.200.6951.102522.416828.90019235910.700.6951.156163.255271.729C15.26996.900.6950.74647.93451.45017.136898.800.6950.951255.650349.95715.811597.500.6950.81079.89193.206D11.738093.400.6950.367263.987139.62013.6 202995.300.6950.5731409.5501162.09612.861294.500.6950.486425.158297.610E14.711196.400.6950.69277.11276.76915.659297.300.6950.789411.264467.01313.818595.500.6950.594128.520109.956F10.219391.900.6950.205134.07739.62712.198893.800.6950.411686.366405.71811.326493.000.6950.324183.40185.587G8.2998.70.000.6720.00066.4830.0009.652891.300.6950.140366.80374.1768.813290.500.6950.05491.7017.132H10.212191.900.6950.20584.05924.84411.664893.300.6950.357450.167231.0869.816291.500.6950.162112.54226.260J14.212995.900.6950.63889.61782.24813.668895.300.6950.573477.955394.04711.317293.000.6950.324119.48955.761搅拌桩水泥用量预览表K11.29692.900.6950.31366.69130.08511.653093.300.6950.357368.192189.00510.313492.000.6950.21693.09028.961总计：110977706.8166451.985一、深层搅拌桩的水泥用量是根据被加固土（可以用深搅桩机施工的各种土质）湿容重和水泥用量掺入比（用百分数表示）来确定的。常规水泥掺入量计算方法为： 平均加固（搅拌）1m3土所需要的水泥渗入量（吨）=天然土体的湿容重（吨/m3)×水泥掺入比。二、对于桩长10m、桩径600mm水泥搅拌桩，其水泥用量为：0.3×0.3×3.14×10×施工对应土的湿容重×16％。其中土的容重由岩土工程勘察报告提供，不同的土容三、实际上在施工中，水泥浆不是一次性配制完成的，而是换算成每米或每立方米掺加量。在施工中随着钻进遇到的土层密度的不同可能用量也不相同，即原状土质14,158.80注：其中有一单根桩长8.2米的桩，0.2米的超深未计划在内15%（延米）21%（延米）675877.537534878.911881544.412691297.267687670.421152514.5621476.133123238.41035862.5342012921826110753.755082754999710.453284321.616651017.51737366.788923754.42376792861.304752686.41188661089229.9...
