2#樓CFG樁復(fù)合地基沉降計算,,,,,,,,,,,

計算點(diǎn),A,,,,,,,,,,

基礎(chǔ),X1,0,X2,17.28,X3,17.28,X4,0,計算點(diǎn),X,8.64

各角點(diǎn)坐標(biāo),Y1,0,Y2,0,Y3,23.18,Y4,23.18,坐標(biāo),Y,11.59

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天然地基承載力標(biāo)準(zhǔn)值(kPa),,120,,±0.00,,26.6,,復(fù)合地基沉降計算深度,,,

復(fù)合地基承載力標(biāo)準(zhǔn)值(kPa),,380,,褥墊層底標(biāo)高,,18.68,,基礎(chǔ)寬度b,17.28,4＜ｂ≤8,0.8

基底平均壓力標(biāo)準(zhǔn)值(kPa),,380,,有效樁長(m),,16,,ΔZ,1.2,8＜ｂ≤15,1

基礎(chǔ)埋深(m),,5.1,,地面標(biāo)高(m),,23.78,,Δs',2.05,15＜ｂ≤30,1.2

基底以上土層加權(quán)平均重度,,19,,水位標(biāo)高(m),,14.18,,Δs'/s',0.02,ｂ≥30,1.5

基底附加壓力(kPa),,283.10,,計算范圍內(nèi)的土層數(shù),,5,,計算深度滿足規(guī)范要求,,,

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土層號,土層標(biāo)高,土層埋深,土層模量,修正后模量,σ,各層變形,,CFG樁復(fù)合地基沉降計算結(jié)果,,,

(從基底開始),(m),(m),(MPa),(MPa),,(mm),,分層總和法計算出復(fù)合地基沉降量,,,130.39

②-2,18.38,0.30,5.6,17.75,4.28,4.784,,復(fù)合地基當(dāng)量模量值（MPa),,,36.70

②-1,15.38,3.30,11,34.87,4.56,24.174,,沉降計算經(jīng)驗系數(shù),,,0.20

③,9.58,9.10,22,69.74,4.92,20.463,,復(fù)合地基最終沉降量計算值(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,,說明,,,

樁端位置,-------------,16.00,25,79.25,5.20,2.875,,1.設(shè)計要求復(fù)合地基沉降量為,,,50

⑤,-15,33.68,25,25.00,6.21,51.882,,"mm,復(fù)合地基沉降計算值滿足設(shè)計要求。",,,

,,18.68,27,27,5.32,0.000,,2.CFG樁復(fù)合地基沉降計算深度為,,,33.68

,,18.68,12,12,5.32,0.000,,米。,,,

,,18.68,37,37,5.32,0.000,,3.土層模量取勘察報告,,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,,工程名稱,,,

,,18.68,37,37,5.32,0.000,,審定人,,項目負(fù)責(zé)人,

,,18.68,37,37,5.32,0.000,,審核人,,計算人,

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