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挖方方量计算

来源:九壹网
人行道填挖

左幅桩号左13MK0+0060.012K0+0200.016K0+0400.343K0+0600.365K0+0800.372K0+1000.150K0+1200.275K0+1400.276K0+1600.109K0+1800.204K0+2000.168K0+2200.149K0+2400.191K0+2600.129K0+2800.137K0+3000.055K0+320-0.066K0+340-0.019K0+360-0.310K0+380-0.222K0+400-0.042K0+4200.095K0+440-0.331K0+460-0.350K0+489.172-0.320左8M0.0740.1030.2830.3680.2720.2470.1310.2090.0850.1840.2210.0880.1160.060-0.071-0.068-0.099-0.048-0.072-0.032-0.185-0.068-0.290-0.459-0.411间长14.00020.00020.00020.00020.00020.00020.00020.00020.00020.00020.00020.00020.00020.00020.00020.00020.00020.00020.00020.00020.00020.00020.00029.172填方量3.5818.6233.9834.4326.0320.0822.2816.9814.5519.4315.6513.6012.406.381.33-4.45-5.80-11.23-15.90-12.03-5.00-14.85-35.76-56.1798.105右8M-0.140-0.115-0.055-0.1150.1970.0280.2060.1860.0560.0940.1690.0310.0560.0180.016-0.060-0.137-0.148-0.091-0.176-0.199-0.219-0.204-0.295-0.245右13M0.0040.0100.2580.2890.3070.2040.2670.323-0.0670.1940.1380.1070.0930.111-0.0340.042-0.075-0.098-0.101-0.153-0.164-0.167-0.165-0.208-0.175间长14.00020.00020.00020.00020.00020.00020.00020.00020.00020.00020.00020.00020.00020.00020.00020.00020.00020.00020.00020.00020.00020.00020.00029.172挖右幅右幅方量-4.222.449.4216.9518.4017.6324.5512.456.9314.8811.137.186.952.78-0.90-5.75-11.45-10.95-13.03-17.30-18.73-18.88-21.81-33.67-5.00

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