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1、级配碎石垫层松铺系数计算桩号距中桩距离下承层高程（mm)松铺高程(mm)压实后高程(mm)松铺厚度(cm)压实厚度(cm)松铺系数松铺系数平均值K0+800右3米131.870132.098 132.055 22.75518.51.231.248 右8米131.770132.008 131.960 23.75191.25右13米131.670131.887 131.848 21.71617.81.22K0+810右3米131.970132.218 132.170 24.8201.24右8米131.870132.127 132.075 25.686520.51.253右13米131.770132
2、.000 131.954 2318.41.25K0+820右3米132.070132.306 132.260 23.56191.24右8米131.970132.195 132.149 22.518217.91.258右13米131.870132.122 132.075 25.21520.51.23K0+830右3米132.170132.435 132.380 26.46211.26右8米132.070132.281 132.240 21.08171.24右13米131.970132.208 132.160 23.75191.25K0+840右3米132.270131.501 131.455 2
3、3.069518.51.247右8米132.170132.380 132.338 2116.81.25右13米132.070132.322 132.270 25.16201.258K0+850右3米132.370132.635 132.580 26.46211.26右8米132.270132.504 132.460 23.37191.23右13米132.170132.426 132.375 25.62520.51.25K0+860右3米132.470132.709 132.660 23.94191.26右8米132.370132.620 132.570 25201.25右13米132.2701
4、32.533 132.480 26.25211.25K0+870右3米132.570132.797 132.750 22.68181.26右8米132.470132.706 132.660 23.56191.24右13米132.370132.619 132.570 24.94201.247K0+880右3米132.670132.916 132.866 24.558819.61.253右8米132.570132.805 132.758 23.518.81.25右13米132.470132.717 132.666 24.69619.61.26K0+890右3米132.770133.019 132.970 24.92201.246右8米132.670132.962 132.900 29.21231.27右13米132.570132.832 132.780 26.166211.246K0+900右3米132.870133.105 133.060 23.541191.239右8米132.770133.033 132.980 26.313211.253右13米132.670132.920 132.870 25201.25
