CFG桩复合地基沉降及承载力自动计算

2#楼CFG桩复合地基沉降计算,,,,,,,,,,,

计算点,A,,,,,,,,,,

基础,X1,0,X2,17.28,X3,17.28,X4,0,计算点,X,8.64

各角点坐标,Y1,0,Y2,0,Y3,23.18,Y4,23.18,坐标,Y,11.59

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天然地基承载力标准值(kPa),,120,,±0.00,,26.6,,复合地基沉降计算深度,,,

复合地基承载力标准值(kPa),,380,,褥垫层底标高,,18.68,,基础宽度b,17.28,4＜ｂ≤8,0.8

基底平均压力标准值(kPa),,380,,有效桩长(m),,16,,ΔZ,1.2,8＜ｂ≤15,1

基础埋深(m),,5.1,,地面标高(m),,23.78,,Δs',2.05,15＜ｂ≤30,1.2

基底以上土层加权平均重度,,19,,水位标高(m),,14.18,,Δs'/s',0.02,ｂ≥30,1.5

基底附加压力(kPa),,283.10,,计算范围内的土层数,,5,,计算深度满足规范要求,,,

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土层号,土层标高,土层埋深,土层模量,修正后模量,σ,各层变形,,CFG桩复合地基沉降计算结果,,,

(从基底开始),(m),(m),(MPa),(MPa),,(mm),,分层总和法计算出复合地基沉降量,,,130.39

②-2,18.38,0.30,5.6,17.75,4.28,4.784,,复合地基当量模量值（MPa),,,36.70

②-1,15.38,3.30,11,34.87,4.56,24.174,,沉降计算经验系数,,,0.20

③,9.58,9.10,22,69.74,4.92,20.463,,复合地基最终沉降量计算值(mm),,,26.08

③-3,8.78,9.90,40,126.80,4.95,1.280,,,,,

④,4.38,14.30,9.4,29.80,5.13,24.928,,说明,,,

桩端位置,-------------,16.00,25,79.25,5.20,2.875,,1.设计要求复合地基沉降量为,,,50

⑤,-15,33.68,25,25.00,6.21,51.882,,"mm,复合地基沉降计算值满足设计要求。",,,

,,18.68,27,27,5.32,0.000,,2.CFG桩复合地基沉降计算深度为,,,33.68

,,18.68,12,12,5.32,0.000,,米。,,,

,,18.68,37,37,5.32,0.000,,3.土层模量取勘察报告,,zk-3,孔的模量。

,,18.68,37,37,5.32,0.000,,,,,

,,18.68,37,37,5.32,0.000,,,,,

,,18.68,37,37,5.32,0.000,,工程名称,,,

,,18.68,37,37,5.32,0.000,,审定人,,项目负责人,

,,18.68,37,37,5.32,0.000,,审核人,,计算人,

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