环刚度
变形量Yi内径di荷载Fi试样长度Li环刚度Si＝0.00210.070.250.37.68
米米kN米
锚杆体力学
π
3.1415926屈服力256
数值平均值变异系数π
变形率
剥离强度
20.919.520.518.72120.720.121.319.619.9
57.3358.7259.3554.2954.392.532.542.522.512.54
0.71330.71330.71330.71330.71330.71330.71330.71330.71330.71330.713320.220标准差
0.80802
L050505050501.671.671.671.671.67
1001001001001001001001001001001000.040
L176.0777.1277.6073.8173.88192.00194.00190.00184.00186.00
0.15950.16540.17480.15630.15720.16220.17030.15490.16380.17340.1542
钢筋力学
3.1415926屈服力365.80宽度厚 度30.06
5.06标距
变形率
平均值
52.1454.245数据标准
55.2051.39
差
47.6247.76
115113116115114115110117111
119
SbL22.362.57.1723.192.57.2424.512.57.2921.912.57.1622.042.57.1522.742.57.1623.872.57.2221.722.57.8422.962.57.6824.312.57.1921.622.57.28
0.71330.71330.71330.71330.71330.71330.71330.71330.71330.71330.71330.71330.71330.71330.71330.71330.7133131.1230.5330.6431.5530.4630.6730.9830.1930.030.530.530.130.731.131.2
29.830.630.980.780.81000.13681000.14081000.14591000.14671000.14891000.12841000.14981000.16471000.13981000.15771000.15361000.15481000.16771000.14971000.16441000.15871000.149931.030.730.230.230.130.531.531.430.130.931.430.630.330.131.430.331.330.930.630.630.730.130.130.730.531.030.731.031.1
30.2
30.230.829.93029.830.280.281.179.679.819.1819.7420.4520.5720.8718.0021.0023.0919.6022.1121.5321.7023.510.0023.0522.2521.0230.930.330.431.530.530.930.430.630.730.630.430.330.730.930.8
30.2666730.16667
30.380.6666780.06667
2.57.662.57.452.57.482.58.612.57.192.57.282.57.362.57.172.57.262.57.182.57.462.57.552.58.442.57.852.57.192.57.172.57.58
123456试验前外径试验后外径变形量平均变形量相当榆外径
试样内径78.36
101112131415
土工格室拉伸（厚度不参加计算）
拉力10109059981024932
厚度1.561.571.591.581.55
宽度2.562.572.572.592.52
强度395352388395370
平均
原始标距5050505050
380
18.6950.049
最大力106110101宽度4.074.034.01厚度2.032.062.04拉伸强度
12.813.312.3
中值12.8
初始标距202020
M2M3可溶物平均值
防水卷材可溶物49.7548.1116.8916.3332863178
3249
处理方法热处理碱处理宽度6.06.06.06.06.06.06.06.06.06.0厚度1.001.501.481.521.532.062.061.992.022.04断面面积6.009.008.889.129.1812.3612.3611.9412.1212.24防水涂料酸碱处理性能最大荷载初始标距断裂时标距40025.01584525.01623825.01654125.01604025.01616125.01406325.01406025.01396225.01416425.01406.06.06.06.06.03d强度4.7
内径28L01401401401401401402.0012.006625.01422.0112.066525.01431.9811.886625.01422.0312.186525.01412.0412.246725.0143水泥强度推算
抗折
抗压28d强度3d强度28d强度7.21
37.8
63.34
高度容积筒面积
2314162.3615.8
L1L膨胀率平均139.684139.2460.3130.137
139.407139.563-0.111139.947139.0010.676139.383139.833-0.321139.175139.428-0.181139.979139.3560.445
混凝土
0255075试样质量9.99.99.99.9损失率0000横向基频1952194019201902相对动弹模量
0
98.8
96.7
94.9
管材耐压试验m0m1
m2
酸处理19.6729σ38
22.8881最小壁厚2.5
20.6246平均外径49.4
0.2962*壁厚5
46.9
沥青混合料密度
直径101.6
高度63.5
体积514814.8
质量1213.8
毛体积密度2.3577
水中质量表观密度718.52.4506饱和面干质量1239.8
上下上下230.0234.1234.6235.3279.9284.3284.9285.6
沥青储存稳定性49.9261.150.2266.450.3265.350.3267.1
31.1
32.330.731.862.32d.34a.03c.22%
总质量(g)粒径(mm)
粗
45.031.522.47.11.70.50.1
3000.00分计筛余(g)
0.00.0281.0844.0912.3501.6318.0
基床表层级配碎石除底外总2856.90累计筛余(g)0.00.0281.01125.02037.32538.92856.9
小于该孔
小于该孔
径占总质
径质量
量百分数
(g)
（%）
3000.0100.03000.0100.02719.090.61875.062.5962.732.1461.115.4143.14.8
细
力学计算公式
