力學計算公式[共4頁]

1、 環(huán)剛度 變形量Yi0.0021米 錨桿體力 學 外圓D 內(nèi)徑di0.07米3.141592651.00 荷載Fi0.25kN屈服力屈服強度 試樣長度Li0.3米256831.4 環(huán)剛度Si7.68 數(shù)值平均值變異系數(shù) 鋼筋力學 外圓D 20.920.2200.0403.1415926100 19.5屈服力屈服強度 20.5365.8046.6 18.7 21寬度厚 度面積 20.730.065.06152.1 20.1標準差12.33288287 21.3標距69.68078824 19.6 19.90.80802 L0L1變形率平均值 5數(shù)據(jù)標準差 27.25 變形率 57.335076.

2、0752.14 51.39 28.75 58.725077.1254.2426.5 59.355077.6055.2026.65 54.295073.8147.6227.05 54.395073.8847.76 2.531.67192.00115113 2.541.67194.00116115 2.521.67190.00114115 2.511.67184.00110117 2.541.67186.00111119 SbLC 剝0.71331000.159522.362.57.1712 離0.71331000.165423.192.57.2413 強0.71331000.174824.512

3、.57.2912 度0.71331000.156321.912.57.1612 0.71331000.157222.042.57.1514 0.71331000.162222.742.57.1612 0.71331000.170323.872.57.2213 0.71331000.154921.722.57.8412 0.71331000.163822.962.57.6814 0.71331000.173424.312.57.1912 0.71331000.154221.622.57.2813 0.71331000.136819.182.57.6612 0.71331000.140819.74

4、2.57.4515 0.71331000.145920.452.57.4815 0.71331000.146720.572.58.6117 0.71331000.148920.872.57.1914 0.71331000.128418.002.57.2812 0.71331000.149821.002.57.3613 0.71331000.164723.092.57.1711 0.71331000.139819.602.57.2612 0.71331000.157722.112.57.1814 0.71331000.153621.532.57.4613 0.71331000.154821.70

5、2.57.5514 0.71331000.167723.512.58.4415 0.71331000.14970.002.57.8514 0.71331000.164423.052.57.1913 0.71331000.158722.252.57.1712 0.71331000.149921.022.57.5813 壓縮永久變形 130.731.230.330.7 230.930.230.630.6樣品原高 331.031.131.431.216.37 431.531.431.231.426.39 531.231.330.931.136.40 630.431.230.630.746.38 73

6、1.330.630.930.956.38 831.431.130.831.166.37 930.930.230.030.4局部橫向荷載 1030.531.230.130.6試驗前外徑83.5 1130.631.230.930.9試驗后外徑80.5 1231.131.230.330.9變形量3 1331.231.331.031.2平均變形量3.30 1430.330.230.230.2相當榆外徑4.125 1530.330.330.030.2 波紋管柔韌性 29.830.230.830.266667試樣內(nèi)徑曲率半徑 30.629.93030.16666778.361800 30.929.830.

7、230.3 80.780.281.180.666667 80.879.679.880.066667 土工格室拉伸（厚度不參加計算） 拉力厚度寬度強度平均原始標距斷后標距 9231.572.53365 365 5050.91 9371.572.583635051.28 9561.62.533785051.3 9141.632.583545051.29 9261.62.533665051.15 8.585 0.024 止水帶 最大力寬度厚度拉伸強度中值初始標距斷后標距 1034.092.0412.3 13.2 20136 1114.032.0813.220121 1144.022.0114.120

8、131 防水卷材可溶物 M249.8649.1248.29 M316.3716.1116.21 可溶物334933013208 平均值3286 防水涂料酸堿處理性能 處理方法寬度厚度斷面面積最大荷載 初始標距 斷裂時標距 斷裂拉伸強度 熱處理 6.01.006.0040025.015866.67 6.01.509.004525.01625.00 6.01.488.883825.01654.28 6.01.529.124125.01604.50 6.01.539.184025.01614.36 堿處理 6.02.0612.366125.01404.94 6.02.0612.366325.0140

9、5.10 6.01.9911.946025.01395.03 6.02.0212.126225.01415.12 6.02.0412.246425.01405.23 酸處理 6.02.0012.006625.01425.50 6.02.0112.066525.01435.39 6.01.9811.886625.01425.56 6.02.0312.186525.01415.34 6.02.0412.246725.01435.47 水泥強度推算 抗折抗壓 3d強度28d強度3d強度28d強度 4.77.2137.863.34 內(nèi)徑高度容積筒面積 282314162.3615.8 L0L1L膨脹率

10、平均 140139.684139.2620.3010.037 140139.407139.3330.053 140139.947139.9240.016 140139.383139.2560.091 140139.175139.53-0.254 140139.979139.960.014 混凝土抗凍 0255075100 試樣質(zhì)量9.99.99.99.99.88 損失率00000.202 橫向基頻19521940192019021875 相對動彈模量098.896.794.992.3 管材耐壓試驗 m0m1m2 19.672922.888120.6246 0.2960002 最小壁厚平均外徑2

11、*壁厚試驗壓力 382.549.4546.94.051172708 酸處理 瀝青混合料密度 直徑高度體積質(zhì)量毛體積密度 101.663.5514814.791213.82.3577 水中質(zhì)量 表觀密度表觀相對密度 718.52.45062.4506 飽和面干質(zhì)量吸水率 1239.80.049875312 瀝青儲存穩(wěn)定性 上229.8279.549.7261.131.362.98%0.25% 下235.0284.149.1265.830.862.73% 上234.8284.149.3265.130.361.46%-2.12% 下235.8285.549.7267.431.663.58% 基床表層

12、級配碎石 總質(zhì)量(g)3000.00除底外總量 2856.90 粒徑(mm)分計篩余(g) 累計篩余 (g) 小于該孔 徑質(zhì)量 (g) 小于該孔 徑占總質(zhì) 量百分數(shù) （%） 粗45.00.00.03000.0100.0 31.50.00.03000.0100.0 22.4281.0281.02719.090.6 7.1844.01125.01875.062.5 細1.7912.32037.3962.732.1 0.5501.62538.9461.115.4 0.1318.02856.9143.14.8 底143.1 過渡段級配碎石 總質(zhì)量(g)3000.00除底外總量2906.8 粒徑(mm)

13、分計篩余(g) 累計篩余 (g) 小于該孔 徑質(zhì)量 (g) 小于該孔 徑占總質(zhì) 量百分數(shù) （%） 粗50003000.0100 40003000.0100 30003000.0100 2583.983.92916.197.2 20309.13932607.086.9 10333.4726.42273.675.8 55851311.41688.656.3 細2.5419.31730.71269.342.3 0.55802310.7689.323.0 0.075596.12906.893.23.1 底93.20 內(nèi)圓d壁厚截面積S 47.002307.9 最大力極限強度 158513.2 防水板拉

14、伸試驗 截面積S厚度寬度 7854.01.636.00 最大力極限強度1.606.00 200.0025.51.676.00 1.626.00 力強度1.696.00 45.66300.2 防水卷材拉伸 寬度（mm)最大力(N) 平均值變異系數(shù)10157 27.2400.03310157 10178 標準差10176 0.89610159 Q平均值 1516 17 16 15 1716 15 17 13 1715 16 15土工膜剝離強度 121 1616圖形面積S22.6 16試樣寬度b5 16圖形長度L7.48 16代表負荷C34 1214剝離強度Q20.5 15平均值18.0 145CM

15、時90.0 13 1716土工格柵拉伸強度 151米肋數(shù)樣品肋數(shù) 1692 17 012換算系數(shù)4.5 17 15 14土工格柵伸長率 夾持長度伸長量 18012.48 12.42 13.22 樣品后高限制器高 變形率13.94 6.094.7817.6114.26 6.094.7818.63 6.094.7819.14 5.954.7826.88 5.934.7828.13 5.954.7826.42 土工布拉伸 83.683.483.583.2力寬度 80.18179.679.55.770.2 3.52.43.93.75.730.2 5.450.2 5.690.2 5.570.2 dph伸

16、長量夾持長度 74.4493.0530.09100 41.81100 32.14100 44.84100 31.04100 伸長率 壓縮永久變形 局部橫向荷載 波紋管柔韌性 土工格室拉伸（厚度不參加計算） 1.8 2.4 2.6 2.6 2.6 2.3 伸長率中值撕裂拉力厚度厚度中值撕裂強度最大值 580 555 722.03 2.02 35.6 39.1505792.0239.1 555792.0239.1 732.0436.1 742.0236.6 潮濕基面粘結(jié)性 粘結(jié)面長度 粘結(jié)面寬度面積 78.0022.501755.00 78.0022.501755.00 78.0022.50175

17、5.00 78.0022.501755.00 78.0022.501755.00 平均值扯斷拉伸率平均值 16.96 532% 545%最大 548%縱向回縮率 560%10099.250.75 540%10098.751.25 544%10099.250.75 5.08 460% 460%最小 460% 456% 464% 460% 5.45 468% 469%中間 472% 468% 464% 止水帶 防水涂料酸堿處理性能 472% 摻外加劑泌水率比 荷載面積強度平均值 抗壓強度比筒質(zhì)量筒+試樣 739.542250032.932.2 基準 209013097 710.442250031.

18、6209013439 722.422250032.1209013417 127 摻外加劑 209011711 基準配合比209011728 554.542250024.625.3209011763 580.292250025.8 571.692250025.4 75312160047.147.7m1 77268160048.3251.7 77393160048.4 74220160046.4 74874160046.8 78952160049.3 m 1.0239 堿活性 125150175200m0 9.869.859.839.8218 0.4040.5050.7070.80818 1844

19、18231809177519 89.287.285.982.7 328331335336339343 315318322328331336 321320321325332335 321323326330334338 混凝土抗凍 5.45469%中間 理論最大密度 2.752 空隙率 止水條膨脹率 泡前空氣中吸水前水中重泡后空氣中吸后水中重膨脹率 3.8942.4537.8574.845209213 3.8892.4377.8864.826211 3.8082.4377.8474.859218 面積長寬力MPa平均標準差變異系數(shù) 26668236113320.212.0112.310.5330.

20、043 26781237113342.612.79 2678123711332812.25 2713223811429710.95 26894238113340.812.67 26781237113337.112.59 27255237115333.412.23 27370238115339.612.41 26904236114339.312.61 26904236114338.112.57 瀝青混合料密度 34.0131.6816.8114.872.3315.67 1502.41491.60.72 1501.81490.80.73 11平均值修約 212225.0 452 防水板撕裂試驗 面

21、積荷載初始標距斷裂標距強度伸長率厚度 9.781742522317.797921.65 9.601762521718.337681.60 10.021842521918.367761.66 9.721802521618.527641.66 10.141812521817.857721.69 18.33772 18650 長度伸長量拉力(N/cm)平均延伸率（%）平均 50288157165576.00586 50295157590.00 50294178588.00 50297176594.00 50292159584.00300.0 298.0 0.7 0.7 撕裂強度 23426533 3

22、3 防水板拉伸試驗 防水卷材拉伸 土工膜剝離強度 20.3721.6421.866533 5556533 7.97.558.686533 3233326533 16.518.916.1 粘焊點極限剝離試驗 負荷強度平均值標準差變異系數(shù)剝離力平均 6.4429.027.31.7140.0634046 6.0927.455 6.428.847 5.5124.841 5.9426.745 頂破強力 平均值 伸長率平均值標準差變異系數(shù)3.8673.736 6.937.40.4620.0623.617 6.903.627 7.343.604 7.743.963 7.92 防水涂料拉伸 強度平均標準差變異

23、系數(shù)寬厚度 28.8528.20.6540.0236.001.98 28.656.001.98 27.256.002.04 28.456.001.97 27.856.002.05 伸長率平均標準差變異系數(shù) 30.09366.8250.190 41.81 32.14 44.84 31.04劈裂強度 樁號 18.0 90.0 土工格柵拉伸強度 土工格柵伸長率 土工布拉伸 33 防水涂料固體含量 皿前后固體含量平均值 33.5539.5139.4198.3 98.2 31.1936.3536.2598.1 23.080.349.63 22.970.349.58 23.420.359.77 23.61

24、0.329.85 23.050.349.62 最大拉力粘結(jié)強度平均值 12030.69 0.65 11150.64 10890.62 11470.65 11050.63 0.75 0.92 1.25 0.75 潮濕基面粘結(jié)性 縱向回縮率 試樣質(zhì)量用水量拌和物總質(zhì)量泌水量泌水率平均泌水率比 11007786095452171.9 1.6 31 11349786095556131.4 11327786095624151.6 962166709442830.4 0.5963866709417840.6 967366709426340.6 m2分子分母結(jié)果 746.15.6494.41.1326861 m1m2結(jié)果 32.339932.34590.20 m1m2結(jié)果 298.14298.320.07 297.68297.870.07