道路专业设计计算书--K0+900堆载预压+塑料排水板(十涌东路）.docx

《道路专业设计计算书--K0+900堆载预压+塑料排水板(十涌东路）.docx》由会员分享，可在线阅读，更多相关《道路专业设计计算书--K0+900堆载预压+塑料排水板(十涌东路）.docx（20页珍藏版）》请在淘文阁 - 分享文档赚钱的网站上搜索。

1、万顷沙区块企业配套道路工程道路专业设计计算书计算内容：K0+900堆载预压+塑料排水板（十涌东路）计算书编号：02一、K0+900堆载预压+塑料排水板计算1、概述利东横一路西起十涌东路，东至十一涌路，全长1078.525m,红线宽15m,工程 场地内地势平坦，场地内广泛分布素填土层1、淤泥质2TA、2-lB,粉细砂 2-2、）粉细砂软土埋深较深，K0+030K2+580拟采用堆载预压+塑料排水 板加固，路基过渡段拟采用水泥搅拌桩加固。软基处理标准道路等级快速路、主干路次干路、支路允许工后变形量0.30m0.50m经计算，水泥搅拌桩处理的工后沉降为0.024mV0.5m,稳定性系数为1.3421

2、.2, 满足设计要求。2、计算模型及结果理正软土地基路堤设计软件计算工程：简单软土地基路基设计1计算时间：2021-12-31 22:46:33星期五 原始条件:62.003. 7805. 1451. 37080. 003. 7805. 1451. 37098. 003. 7805. 1451. 378116. 003. 7805. 1451.380134. 003. 7805. 1451.380152. 003. 7805. 1451.388170. 003. 7805. 1451.388188. 003. 7805. 1451.389(四)填土一时间一固结度曲线输出位置,相对于路堤中线0.

3、 OOO(m)(即X=20. 060 (m)输出深度为0. 000(m)时间(月)设计填土高度固结度(m)0. 000. 0000.0000. 200.3780. 1000. 400. 7560.2000. 601. 1340.3000. 801. 5120.4001.001.8900.5001.202. 2680.6001.402. 6460. 7001.603. 0240. 8001.803. 4020.9002. 003. 7801.0002. 603. 7801.0003. 203. 7801.0003. 803. 7801.0004. 403. 7801.0005. 003. 780

4、1.0005. 603. 7801.0006. 203. 7801.0006. 803. 7801.0007. 403. 7801.0008. 003. 7801.00026. 003. 7801.00044. 003. 7801.00062. 003. 7801.00080. 003. 7801.00098. 003. 7801.000116. 003. 7801.000134. 003. 7801.000152. 003. 7801.000170. 003. 7801.000188. 003. 7801.000(五)稳定计算(1)第1级加荷,从0. 02. 0月，路基设计高度3. 780

5、(m),路基计算高度(考虑沉降影响)4. 687 (m), 加载结束时稳定结果抗滑力抗滑力抗滑力土条起始X 土条面 土条自 条上荷总重 ai Sinai Cosai Woi Cqiqi UigiWli 下滑力 WoiCosai CiLi oiliCos编号(m) 积(m2) 重(kN)重(kN) (kN) (度)(kN) (kPa)(度)(度)(kN) (kN)tg qiaitg gi1 -14.0110.000.02 -13.7410.000.03 -13.2115.000.04-12.2715.000.05-11.3315.000.06-10.3815.000.07 -9.4415.000

6、.08 -8.4915.000.09 -7.5515.000.010 -6.6115.000.011 -5.6615.000.012 -4.7215.000.013 -3.7815.000.014 -2.8315.000.015 -1.8915.000.016 -0.9415.000.017 0.0015.004.018 0.8115.008.719 1.4415.0013.220 2.0815.0023.421 2.8915.0030.722 3.7115,0038.123 4.5215.0045.424 5.3315.0052.725 6.1415.0053.126 6.8515.0060

7、.60.071.130.001.13 -62.09 -0.880.47-1.00.18.50.00.506.410.006.41 -59.54 -0.860.51-5.50.315.70.01.9620.280.0020.28 -55.25 -0.820.57-16.71.013.30.01.13 15.00 5.50 0.94336.41 15.00 5.50 0.784420.28 8.00 5.00 0.52743.1430.29 0.00-23.31.711.84.1438.740.00-27.82.410.84.9946.000.00-30.63.010.15.7352.300.00

8、-32.03.69.66.3857.78 0.00-32.34.29.16.9462.570.00-31.84.78.87.4366.740.00- 30.45.28.57.8570.340.00- 28.35.68.38.2273.420.00- 25.76.08.18.5276.020.00- 22.76.37.98.7778.170.00-19.26.67.88.9879.880.00-15.56.99.1381.17-11.57.08.0874.10-6.96.16.7264.43-3.44.96.9969.10-1.24.99.2494.372.16.29.62 101.476.86

9、.29.97 108.3112,26.110.29 114.9018.16.010.58 121.2324.55.99.46 111.9327.35.09.64 118.2533.54.830.29 -50.28 -0.77 0.64 0.038.74 -45.79 -0.72 0.70 0.046.00 -41.64 -0.66 0.75 0.052.30 -37.74 -0.61 0.79 0.030.29 8.00 5.00 0.245638,74 8.00 5.00 0.042546.00 8.00 5.00 0.033452.30 8.00 5.00 0.025557.78 -34.

10、04 -0.560.062.57 -30.50 -0.510.066.74 -27.08 -0.46 0.070.34 -23.76 -0.40 0.073.42 -20.53 -0.35 0.076.02 -17.36 -0.30 0.078.17 -14.25 -0.25 0.079.88 -11.17 -0.197.70.00.830.860.890.920.940.950.970.980.0081.17 -8.14 -0.14 0.997.60.00.0074.10-5.34-0.091.006.50.60.0064.43-3.04-0.051.005.11.40.0069.105.1

11、2.10.0094.376.53.70.00 101.476.54.80.00 108.316.56,00.00 114.906.67.20.00 121.236.68.30.00 111.935.98.40.00 118.25-1.01 -0.02 1.001.29 0.02 1.003.87 0.07 1.006.45 0.11 0.999.05 0.16 0.9911.67 0.20 0.9814.14 0.24 0.9716.48 0.28 0.965.99.657.78 8.0062.57 8.0066.74 8.0070.34 8.0073.42 8.0076.02 8.0078.

12、17 8.0079.88 8.0081.17 8.005.00 0.01865.00 0.01265.00 0.00745.00 0.00295.00 0.00155.00 0.00145.00 0.00135.00 0.00125.00 0.001170.07 8.00 5.00 0.588755.77 8.00 5.00 0.588755.89 8.0071.02 8.0070.77 8.0070.26 8.0069.50 8.0068.48 8.0058.84 8.0057.67 8.005.00 0.58875.00 0.58875.00 0.58875.00 0.58875.00 0

13、.58875.00 0.58875.00 0.58885.00 0.58882715.002815.002915.003015.003115.003215.003315.003415.003515.003615.003710.00387.5613.28166.5189.055.06.48.5412.91163.3689.062.96.09.5212.47159.6589.070.15.610.5111.96155.3289.076.75.011.4911.37150.3089.082.44.512.4710.69144.5289.087.13.913.459.91137.8589.090.63

14、.214.439.00130.1389.092.62.515.427.94121.1089.092.81.816.406.67110.3289.090.51.117.382.9854.3948.046.90.317.911.3125.130.00166.5119.300.330.9410.0024.022.20.1土条起始x 土条面抗滑力 抗滑力编号(ni) 积(m2)WiCosaitgOq CiLi3918.171.095.780.004018.422.069.0025.904119.011.083.8733.904219.600.090.2615.33最不利滑动面： 滑动圆心 滑动半径 滑

15、动安全系数 总的下滑力 总的抗滑力 土体局部下滑力 土体局部抗滑力 筋带的抗滑力地震作用下滑力8.314.00.00 163.36 22.648.514.00.00159.65 26.068.714.10.00155.32 29.599.014.10.00150.30 33.249.414.20.00144.52 37.069.814.30.0010.40.0011.20.0012.20.0013.80.0015.70.00137.8514.3130.1314.4121.1016.3110.3219.241.0845.3650.0055.1554.39 59.547.725.13 62.098

16、.54.1土条自 条上荷总重重(kN) 重(kN) (kN)21.0140.1922.602.090.000.000.000.0021.0140.1922.602.090.380.440.490.550.600.920.900.870.840.800.660.750.710.700.770.820.860.880.640.570.510.4777.49 8.0074.34 8.0070.63 8.0066.30 8.0061.28 8.0055.50 8.0048.83 8.0041.11 8.0032.08 8.0021.30 8.006.41 15.001.13 15.00ai Sinai

17、 CosaiCqi qi(度)63.8767.1772.7577.35二(2. 083249, 8. 202794) (m)二 18, 061176(m)二 1.254二 708. 161 (kN)二 888. 257 (kN)二 708. 161 (kN)二 808. 257 (kN)=80. 000 (kN)=0. 000 (kN)0.900.920.960.985.00 0.58885.00 0.58895.00 0.59075.00 0.59285.00 0.59535.00 0.59825.00 0.60155.00 0.60535.00 0.68315.00 0.80305.50

18、0.91125.50 0.9766(kPa)(度)(kN)0.440.390.300.22下滑力0.0017.0017.0017.0032.0030.0030.0030.0018.8637.0521.592.04(2)第2级加荷,从2. 08.0月，路基设计高度3. 780 (m),路基计算高度(考虑沉降影响)5. 145 (m), 加载结束时稳定结果抗滑力抗滑力抗滑力土条起始x 土条面 土条自 条上荷总重 ai Sinai Cosai Woi CqiqiUigiWli 下滑力 WoiCosai CiLi ailiCos编号(m) 积(m2) 重(kN)重(kN) (kN) (度)(kN) (

19、kN) tgcDqiaitg gi(kN) (kPa)(度)(度)1 -15.3910.000.02-15.1210.000.03 -14.5615.000.04-13.5915.000.05 -12.6215.000.06-11.6515.000.07 -10.6815.00815.00915.001015.001115.001215.001315.001415.001515.001615.001715.001815.001915.002015.002115.002215.002315.002415.002515.002615.002715.000.0-9.710.0-8.730.0-7.7

20、60.0-6.790.0-5.820.0-4.850.0-3.880.0-2.910.0-1.940.0-0.970.00.003.70.7314.41.6624.82.5835.33.5045.74.4256.15.3466.56.2753.76.9160.57.5698.90.07-1.00.53-5.72.00-16.73.18-23.14.17-27.25.02-29.75.75-30.76.39-30.66.93-29.67.40-27.87.80-25.38.13-22.38.41-18.88.62-15.08.78-10.98.89-6.68.94-2.26.961.39.216

21、.29.7112.110.1619.010.5626.810.9235.411.2244.78.0337.78.1343.512.3875.91.180.16.740.320.711.130.741.839.172.546.383.152.593.757.974.362.614.866.595.369.985.772.826.175.156.476.976.678.336.879.236.979.687.064.035.389.856.699.586.5108.916.3117.846.1126.365.9134.445.699.733.7105.023.5164.195.10.008.60.

22、0015.90.0013.20.0011.80.0010.80.0010.10.009.60.009.10.008.80.008.50.008.30.008.20.008.00.007.90.007.80.007.80.007.80.005.90.007.40.007.40.007.50.007.60.007.70.007.80.005.60.005.70.009.01.18 -60.93 -0.87 0.06.74 -58.25 -0.85 0.020.71 -53.81 -0.81 0.030.74 -48.70 -0.75 0.039.17 -44.07 -0.70 0.046.38 -

23、39.78 -0.640.052.59 -35.74 -0.58 0.057.97 -31.90 -0.53 0.062.61 -28.22 -0.470.066.59 -24.66 -0.42 0.069.98 -21.20 -0.36 0.072.82 -17.81 -0.31 0.075.15 -14.50 -0.25 0.076.97 -11.23 -0.190.078.330.079.230.079.680.064.031.089.853.999.586.6108.919.4117.8412.2126.3615.0134.4417.899.7314.4-7.99 -0.14-4.79

24、 -0.08-1.59 -0.031.213.936.9710.0313.1216.2519.4322.19105.02 24.5016.2164.19 27.5126.40.490.530.590.660.720.770.810.850.880.910.930.950.970.980.991.001.000.020.070.120.170.230.280.330.380.410.461.001.000.990.980.970.960.940.930.910.891.18 15.00 5.50 0.95006.74 15.00 5.50 0.810120.71 8.00 5.00 0.5871

25、30.74 8.00 5.00 0.345439.17 8.00 5.00 0.155446.38 8.00 5.00 0.126152.59 8.00 5.00 0.100857.97 8.00 5.00 0.078962.61 8.00 5.00 0.060066.59 8.00 5.00 0.043869.98 8.00 5.00 0.030072.82 8.00 5.00 0.018575.15 8.00 5.00 0.015376,97 8.00 5.00 0.014578.33 8.00 5.00 0.013979,23 8.00 5.00 0.013579.68 8.00 5.0

26、0 0.013360.36 8.00 5.00 0.998075.43 8.00 5.00 0.998074.74 8.00 5.00 0.998073.66 8.00 5.00 0.998072.17 8.00 5.00 0.998070.28 8.00 5.00 0.998067.95 8.00 5.00 0.998046.03 8.00 5.00 0.998144.50 8.00 5.00 0.998165.34 8.00 5.00 0.99812815.002915.003015.003115.003215.003315.003410.00358.5611.82159.4098.982

27、.84.59.5611.16153.8298.988.73.910.5610.40147.3498.993.43.311.569.51139.8098.996.72.612.568.47130.9398.998.01.913.567.22120.3498.997.01.114.563.3961.8155.152.60.315.121.5028.670.00 159.40 31.299.426.40.00153.82 35.219.826.40.00147.34 39.3410.326.40.00 139.80 43.7411.126.40.00130.9348.4912.126.50.0012

28、0.3453.7413.526.50.0061.8158.2515.99.70.0028.6760.9310.0027.525.10.18.64.8土条起始x 土条面抗滑力 抗滑力编号(m) 积(m2)WiCosaitg qCiLi土条自 条上荷总重重(kN)重(kN) (kN)0.52 0.850.58 0.820.63 0.770.69 0.720.75 0.660.81 0.590.85 0.530.87 0.4960.55 8.0054.97 8.0048.49 8.0040.94 8.0032.08 8.0021.49 8.006.74 15.001.18 15.00ai Sinai

29、 CosaiCqi qi(度)36 15.39 1.266.900.0037 15.65 2.6111.6428.7538 16.32 1.344.6639.3839 17.00 0.080.2215.2824.14 0.0024.14 62.790.8950.5327.681.920.000.000.0050.5366.490.9227.6873.060.961.9278.340.98最不利滑动面： 滑动圆心 滑动半径 滑动安全系数 总的下滑力 总的抗滑力 土体局部下滑力 土体局部抗滑力 筋带的抗滑力地震作用下滑力(0. 000000, 8. 231209) (m)17. 455677 (m

30、)1. 342709. 540 (kN)952. 119 (kN)709. 540 (kN)872, 119 (kN)80. 000 (kN)0. 000 (kN)地基承载力计算1.下卧土层承载力验算5.00 0.99815.00 0.99825.00 0.99825.00 0.99835.00 0.99875.00 0.99925.50 0.99965.50 0.9999(kPa)(度)(kN)0.46 0.00 32.000.400.290.20计算点深度pzpczpz + pczfazftg(m)(m)(kPa)(kPa)(kPa)(kPa)0. 000. 000.00.00.0140.

31、02. 0000. 001.405.824.730.5223.63. 3160. 0015.2034.0280.0314.0550.41. 1760. 0018.8035.8352.0387.8469.81.8130. 0021.2036.4400.0436.4580.81. 1300. 0023.4036. 7444.0480.7623. 11. 1190. 0024. 3036.8462.0498.8692.01.0000. 0042. 3033.3822.0855.31052. 01.000下滑力17.0017.0017.0030.0030.0030.0021.4746.3426.481

32、.881.000. 0013.20.013.2150.92. 1561.001.4014. 724. 739.4237.83. 5511.0015. 2037.6280.0317.6552.81. 1861.0018. 8038.8352.0390.8471.21.8331.0021.2039. 1400.0439. 1581.61. 1351.0023. 4039. 1444.0483. 1623.81. 1241.0024. 3039. 1462.0501. 1692.01.0001.0042. 3034.3822.0856.31052. 01.0003. 000. 0037.70.037

33、.7171. 12. 4443. 001.4038.024. 762.7274.64. 1643. 0015. 2045.3280.0325.3557. 71.2073. 0018. 8045. 1352.0397. 1474.01.8773. 0021.2044.6400.0444.6583.31. 1463. 0023. 4044.0444.0488.0625.21. 1323. 0024. 3043.7462. 0505.7692.01.0003. 0042. 3036.3822.0858.31052. 01.0005. 800. 0072.00.072.0199.32. 8475. 8

34、01.4072. 124.796.8328. 55. 0645. 8015. 2056.5280.0336.5564. 71.2385. 8018. 8054.0352.0406.0478.01.9385. 8021.2052. 3400.0452.3585. 71. 1615. 8023. 4050.8444.0494.8627. 11. 1445. 8024. 3050.2462.0512.2692.01.0005. 8042. 3038.8822.0860.81052. 01.0007. 560. 0098.90.098.9221.43. 1627. 561.4092. 124. 711

35、6.8360.25. 5927. 5615. 2063. 1280.0343. 1568.91.2567. 5618. 8059.3352.0411.3480.41.9757. 5621.2056.9400.0456.9587.21. 1707. 5623. 4054.9444.0498.9628. 31. 1527. 5624. 3054.0462. 0516.0692.01.0007. 5642. 3040.3822.0862.31052. 01.0009. 560. 0098.90.098.9221.43. 1629. 561.4098. 124.7122.8369. 75. 7509.

36、 5615. 2070.0280.0350.0573.31.2759. 5618. 8064.9352.0416.9482.82.0139. 5621.2061.8400.0461.8588. 71. 1799. 5623. 4059. 1444.0503. 1629.51. 1599. 5624. 3058. 1462.0520. 1692.01.0009. 5642. 3041.8822.0863.81052. 01.00011.560. 0098.90.098.9221.43. 16211. 561.4098.824. 7123. 5370.85. 76811.5615. 2075.82

37、80.0355.8577.01.29111.5618. 8069.7352.0421.7485.02. 04611. 5621.2066.0400.0466.0590.01. 18711. 5623. 4062.8444.0506.8630.61. 16611. 5624. 3061.6462.0523.6692.01.00011. 5642. 3043. 1822.0865. 11052. 01.00013. 560. 0098.90.098.9221.43. 16213. 561.4099.824.7124. 5372.45. 79513. 5615. 2080.5280.0360.558

38、0.01.30413. 5618. 8073. 7352.0425.7486.82. 07413. 5621.2069. 5400.0469.5591. 11. 19413. 5623. 4065.9444.0509.9631.41. 17113. 5624. 3064.5462.0526.5692.01.00013. 5642. 3044. 1822.0866. 11052.01.00015. 560.00111.80.0111.8232.03.31515. 561.40108.024.7132.7385.46.01115. 5615. 2084.0280.0364.0582.21. 314

39、15. 5618. 8076.6352.0428.6488. 12. 09415. 5621.2072. 1400.0472. 1591.91. 19915. 5623.4068.2444.0512.2632. 11. 17615. 5624. 3066. 7462.0528.7692.01.00015. 5642. 3044.9822.0866.91052.01.00017. 560. 00111.80.0111.8232.03. 31517. 561.40111. 424.7136. 1390.86. 10117. 5615.2086.2280.0366.2583.61.32017. 56

40、18.8078. 5352.0430.5489.02. 10717. 5621.2073.8400.0473.8592.41.20317. 5623.4069. 7444.0513.7632.51. 17817. 5624. 3068. 1462.0530. 1692.01.00017. 5642. 3045.4822.0867.41052.01.00019. 560.00111.80.0111.8232.03. 31519. 561.40111. 724.7136.4391.26. 10819. 5615.2087.2280.0367.2584.21. 32319. 5618.8079.4352.0431.4489.32. 11319. 5621.2074. 5400.0474.5592. 71.20419. 5623.4070. 3444.0514.3632. 71. 17