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"1.工況1：基本組合,完建期",,,,,,,

荷載名稱,垂直力(t),,水平力(t),,距底板形心的力臂(m),力矩(t.m),

,下（＋）,上（－）,左（－）,右（＋）,,順時(shí)（－）,逆時(shí)（＋）

自重,8108.15,,,,,,2281.97

揚(yáng)壓力,,0.00,,,,,0.00

水壓力,,,16.09,,,34.20,

,,,,18.63,,,34.20

風(fēng)壓力,,,,9.84,,,129.94

地震力,,,,,,,

動(dòng)水壓力,,,,,,,

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合計(jì),8108.15,0.00,16.09,28.47,,34.20,2446.11

,ΣG=,8108.15,ΣH=,12.38,,ΣM=,2411.91

最大應(yīng)力,Pmax=2262.68/311.36+811.95/885.81=,,,,,8.18,

最小應(yīng)力,Pmin=2262.68/311.36-811.95/885.81=,,,,,6.35,

不均勻系數(shù),Pmax/Pmin=,,,,,1.29,

抗浮,Kf=ΣV/ΣU=,,,,,5.21,

抗滑,Kc=(tan45oX2262.68+0.75X311.36)/12.38=,,,,,33.25,

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2.工況2：基本組合設(shè)計(jì)洪水情況,,,,,,,

荷載名稱,垂直力(t),,水平力(t),,距底板形心的力臂(m),力矩(t.m),

,下（＋）,上（－）,左（－）,右（＋）,,順時(shí)（－）,逆時(shí)（＋）

自重,8108.15,,,,0.24,,679.57

揚(yáng)壓力,,1121.73,,,0.16,,176.67

水壓力,,,77.19,,1.89,145.89,

,,,,248.82,2.11,,525

風(fēng)壓力,,,,9.84,13.21,,129.94

地震力,,,,,,,

動(dòng)水壓力,,,,,,,

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合計(jì),2800.71,1121.73,77.19,258.66,,145.89,1511.19

,ΣG=,1678.98,ΣH=,181.47,,ΣM=,1365.3

最大應(yīng)力,Pmax=1678.98/311.36+1511.19/885.81=,,,,,6.93,

最小應(yīng)力,Pmin==1678.98/311.36-1511.19/885.81=,,,,,3.85,

不均勻系數(shù),Pmax/Pmin=,,,,,1.8,

抗浮,Kf=ΣV/ΣU=,,,,,2.5,

抗滑,Kc=(tan45oX1678.98+0.75X311.36)/181.47=,,,,,2.02,

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3.工況3：基本組合設(shè)計(jì)洪水情況（正向）,,,,,,,

荷載名稱,垂直力(t),,水平力(t),,距底板形心的力臂(m),力矩(t.m),

,下（＋）,上（－）,左（－）,右（＋）,,順時(shí)（－）,逆時(shí)（＋）

自重,2800.71,,,,0.24,,679.57

揚(yáng)壓力,,863.83,,,0.13,112.3,

水壓力,,,98.64,,1.61,158.81,

,,,,42.92,1.47,,63.09

風(fēng)壓力,,,,9.84,13.21,,129.94

地震力,,,,,,,

動(dòng)水壓力,,,,,,,

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合計(jì),2800.71,863.83,98.64,52.76,,271.11,872.6

,ΣG=,1936.88,ΣH=,-45.89,,ΣM=,601.49

最大應(yīng)力,Pmax=1936.88/311.36+601.49/885.81=,,,,,6.9,

最小應(yīng)力,Pmin=1936.88/311.36-601.49/885.81=,,,,,5.54,

不均勻系數(shù),Pmax/Pmin=,,,,,1.25,

抗浮,Kf=ΣV/ΣU=,,,,,3.24,

抗滑,Kc=(tan45oX1936.88+0.75X311.36)/45.89=,,,,,8.41,

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4.工況4：特殊組合校核洪水情況（反向）,,,,,,,

荷載名稱,垂直力(t),,水平力(t),,距底板形心的力臂(m),力矩(t.m),

,下（＋）,上（－）,左（－）,右（＋）,,順時(shí)（－）,逆時(shí)（＋）

自重,2800.71,,,,0.24,,679.57

揚(yáng)壓力,,1121.73,,,0.16,,179.48

水壓力,,,61.32,,1.89,115.9,

,,,,248.82,2.11,,525

風(fēng)壓力,,,,9.84,13.21,,129.94

地震力,,,,,,,

動(dòng)水壓力,,,,,,,

,,,,,,,,

合計(jì),2800.71,1121.73,61.32,258.66,,115.9,1513.99

,ΣG=,1678.98,ΣH=,197.33,,ΣM=,1398.09

最大應(yīng)力,Pmax=1678.98/311.36+1398.09/885.81=,,,,,6.97,

最小應(yīng)力,Pmin=1678.98/311.36-1398.09/885.81=,,,,,3.81,

不均勻系數(shù),Pmax/Pmin=,,,,,1.83,

抗浮,Kf=ΣV/ΣU=,,,,,2.5,

抗滑,Kc=(tan45oX1678.98+0.75X311.36)/197.3=,,,,,1.85,

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5.工況5：特殊組合校核洪水情況（正向）,,,,,,,

荷載名稱,垂直力(t),,水平力(t),,距底板形心的力臂(m),力矩(t.m),

,下（＋）,上（－）,左（－）,右（＋）,,順時(shí)（－）,逆時(shí)（＋）

自重,2800.71,,,,0.24,,679.57

揚(yáng)壓力,,894.19,,,0.15,137.39,

水壓力,,,113.38,,1.68,190.48,

,,,,42.92,1.51,,64.8

風(fēng)壓力,,,,9.84,13.21,,129.94

地震力,,,,,,,

動(dòng)水壓力,,,,,,,

,,,,,,,,

合計(jì),2800.71,894.19,113.38,52.76,,327.87,874.32

,ΣG=,1906.52,ΣH=,-60.63,,ΣM=,546.44

最大應(yīng)力,Pmax=1906.52/311.36+546.44/885.81=,,,,,6.74,

最小應(yīng)力,Pmin=1906.52/311.36-546.44/885.81=,,,,,5.51,

不均勻系數(shù),Pmax/Pmin=,,,,,1.22,

抗浮,Kf=ΣV/ΣU=,,,,,3.13,

抗滑,Kc=(tan45oX1906.52+0.75X311.36)/60.63=,,,,,6.33,

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6.工況6：特殊組合設(shè)計(jì)洪水情況（反向），遭遇地震,,,,,,,

荷載名稱,垂直力(t),,水平力(t),,距底板形心的力臂(m),力矩(t.m),

,下（＋）,上（－）,左（－）,右（＋）,,順時(shí)（－）,逆時(shí)（＋）

自重,2800.71,,,,0.24,,679.57

揚(yáng)壓力,,1121.73,,,0.16,,179.48

水壓力,,,77.19,,1.89,145.89,

,,,,248.82,2.11,,525

風(fēng)壓力,,,,9.84,13.21,,129.94

地震力,,,,23.47,6.98,,163.88

動(dòng)水壓力,,,4.49,,2.89,12.99,

,,,,12.94,4.23,,54.73

合計(jì),2800.71,1121.73,81.68,295.07,,158.88,1732.6

,ΣG=,1678.98,ΣH=,213.39,,ΣM=,1573.72

最大應(yīng)力,Pmax=1678.98/311.36+1573.72/885.81=,,,,,7.17,

最小應(yīng)力,Pmin=1678.98/311.36-1573.72/885.81=,,,,,3.62,

不均勻系數(shù),Pmax/Pmin=,,,,,1.98,

抗浮,Kf=ΣV/ΣU=,,,,,2.5,

抗滑,Kc=(tan45o*1906.52+0.75*311.36)/213.39=,,,,,1.71,

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7.工況7：特殊組合設(shè)計(jì)洪水情況（正向），遭遇地震,,,,,,,

荷載名稱,垂直力(t),,水平力(t),,距底板形心的力臂(m),力矩(t.m),

,下（＋）,上（－）,左（－）,右（＋）,,順時(shí)（－）,逆時(shí)（＋）

自重,2800.71,,,,0.24,,679.57

揚(yáng)壓力,,863.83,,,0.13,115.86,

水壓力,,,98.64,,1.61,159.21,

,,,,42.92,1.47,,63.03

風(fēng)壓力,,,,9.84,13.21,,129.94

地震力,,,,23.47,6.98,,163.88

動(dòng)水壓力,,,5.74,,3.11,17.84,

,,,,1.84,2.58,,4.74

合計(jì),2800.71,863.83,104.38,78.07,,292.91,1041.16

,ΣG=,1936.88,ΣH=,-26.31,,ΣM=,748.25

最大應(yīng)力,Pmax=1936.88/311.36+748.25/885.81=,,,,,7.07,

最小應(yīng)力,Pmin=1678.98/311.36-748.25/885.81=,,,,,5.38,

不均勻系數(shù),Pmax/Pmin=,,,,,1.31,

抗浮,Kf=ΣV/ΣU=,,,,,3.24,

抗滑,Kc=(tan45oX1906.52+0.75X311.36)/26.31=,,,,,14.67,

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