路基填筑计算表(标高算至-0.82)
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8.88 2.50% 2.50%
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8.88 2.50% 2.50%
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8.88 2.50% 2.50%
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8.88 2.50% 2.50%
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8.88 2.50% 2.50%
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8.88 2.50% 2.50%
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8.88 2.50% 2.50%
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8.88 2.50% 2.50%
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8.88 2.50% 2.50% 8.88 2.50% 2.50% 8.88 2.50% 2.50% 8.88 2.50% 2.50% 8.88 2.50% 2.50%
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8.88 2.50% 2.50%
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8.88 2.50% 2.50%
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8.88 2.50% 2.50%
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8.88 2.50% 2.50% 8.88 2.50% 2.50% 8.88 2.50% 2.50% 8.88 2.50% 2.50% 8.88 2.50% 2.50% 8.88 2.50% 2.50%
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###### ###### ###### ###### ###### ######
8.88 2.50% 2.50% 8.88 2.50% 2.50% 8.88 2.50% 2.50% 8.88 2.50% 2.50% 8.88 2.50% 2.50% 8.88 2.50% 2.50%
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第 5 页，共 20 页
桩号 K35+540 K35+560 K35+580 K35+600 K35+620 K35+640 K35+660 K35+680 K35+700 K35+720 K35+740 K35+760 K35+780 K35+800 K35+820 K35+840 K35+860 K35+880 K35+900 K35+920 K35+940 K35+960 K35+980
桩号 K33+200 K33+220 K33+240 K33+260 K33+280 K33+300 K33+320 K33+340 K33+360 K33+380 K33+400 K33+420 K33+440 K33+460 K33+480 K33+500 K33+520 K33+540 K33+560 K33+580 K33+600 K33+620 K33+640 K33+660
9.60 2.50% 2.50% 9.75 2.50% 2.50% 9.91 2.50% 2.50% 10.09 2.50% 2.50% 10.27 2.50% 2.50%
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###### ###### ###### ###### ######
K34+820 K34+840 K34+850 K34+880 K34+900 K34+920 K34+940 K34+950 K34+980 K35+000 K35+020 K35+040
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8.88 2.50% 2.50%
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8.88 2.50% 2.50%
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8.88 2.50% 2.50%
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8.88 2.50% 2.50%
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8.88 2.50% 2.50%
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8.88 2.50% 2.50%
10.45 2.50% 2.50% 10.59 2.50% 2.50% 10.71 2.50% 2.50% 10.76 2.50% 2.50% 10.79 2.50% 2.50% 10.78 2.50% 2.50% 10.72 2.50% 2.50% 10.72 2.50% 2.50% 10.49 2.50% 2.50% 10.32 2.50% 2.50% 10.14 2.50% 2.50% 9.98 2.50% 2.50%
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9.18 2.50% 2.50%
清表后填筑高度（高程算至上路床顶（-0.82） 2.5%
设计高程及横坡
L
C
R
DL/DH DL/DH DL/DH DL/DH DL/DH DL/DH DL/DH DL/DH DL/DH
Wz
8.88 2.50% 2.50%
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8.88 2.50% 2.50%
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8.88 2.50% 2.50%
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第 3 页，共 20 页
清表后填筑高度（高程算至上路床顶（-0.82） 2.5%
桩号 K34+620 K34+640 K34+660 K34+680 K34+700
设计高程及横坡
L
C
R
DL/DH DL/DH DL/DH DL/DH DL/DH DL/DH DL/DH DL/DH DL/DH
清表后填筑高度（高程算至上路床顶（-0.82） 2.5%
设计高程及横坡
L
C
R
DL/DH DL/DH DL/DH DL/DH DL/DH DL/DH DL/DH DL/DH DL/DH
Wz
8.88 2.50% 2.50%
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8.88 2.50% 2.50%
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8.88 2.50% 2.50%
清表后填筑高度（高程算至上路床顶（-0.82） 2.5%
设计高程及横坡
L
C
R
DL/DH DL/DH DL/DH DL/DH DL/DH DL/DH DL/DH DL/DH DL/DH
Wz
9.69 2.50% 2.50%
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9.57 2.50% 2.50%
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9.47 2.50% 2.50%
清表后填筑高度（高程算至上路床顶（-0.82） 2.5%
设计高程及横坡
L
C
R
DL/DH DL/DH DL/DH DL/DH DL/DH DL/DH DL/DH DL/DH DL/DH
Wz
8.88 2.50% 2.50%
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8.88 2.50% 2.50%
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8.88 2.50% 2.50%
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ቤተ መጻሕፍቲ ባይዱ
9.38 2.50% 2.50%
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9.30 2.50% 2.50%
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9.25 2.50% 2.50% 9.21 2.50% 2.50% 9.18 2.50% 2.50% 9.18 2.50% 2.50% 9.18 2.50% 2.50%
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8.88 2.50% 2.50%
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8.88 2.50% 2.50%
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8.88 2.50% 2.50%
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8.88 2.50% 2.50%
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8.88 2.50% 2.50%
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8.88 2.50% 2.50%
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8.88 2.50% 2.50%
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8.88 2.50% 2.50%
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8.88 2.50% 2.50%
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第 1 页，共 20 页
桩号 K33+680 K33+700 K33+720 K33+740 K33+760 K33+780 K33+800 K33+820 K33+840 K33+860 K33+880 K33+900 K33+920 K33+940 K33+960 K33+980 K34+000 K34+020 K34+040 K34+060 K34+080 K34+100 K34+120 K34+140
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###### ###### ###### ###### ######
8.88 2.50% 2.50% 8.88 2.50% 2.50% 8.88 2.50% 2.50% 8.88 2.50% 2.50% 8.88 2.50% 2.50% 8.88 2.50% 2.50% 8.88 2.50% 2.50% 8.88 2.50% 2.50% 8.88 2.50% 2.50% 8.88 2.50% 2.50% 8.91 2.50% 2.50% 8.94 2.50% 2.50%
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8.88 2.50% 2.50%
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8.88 2.50% 2.50%
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8.88 2.50% 2.50%
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8.88 2.50% 2.50%
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8.88 2.50% 2.50%
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8.88 2.50% 2.50%
清表后填筑高度（高程算至上路床顶（-0.82） 2.5%
设计高程及横坡
L
C
R
DL/DH DL/DH DL/DH DL/DH DL/DH DL/DH DL/DH DL/DH DL/DH
Wz
9.18 2.50% 2.50%
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9.18 2.50% 2.50%
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9.18 2.50% 2.50%
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###### ###### ###### ###### ###### ###### ###### ###### ###### ###### ###### ######
K35+060 9.83 2.50% 2.50%
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###### ###### ###### ###### ###### ###### ###### ###### ###### ###### ###### ######
9.18 2.50% 2.50%
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9.06 2.50% 2.50%
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9.14 2.50% 2.50%
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9.23 2.50% 2.50%
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9.34 2.50% 2.50%
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9.46 2.50% 2.50%
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K34+720 K34+740 K34+760 K34+780 K34+800
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