已阅读5页,还剩33页未读, 继续免费阅读
版权说明:本文档由用户提供并上传,收益归属内容提供方,若内容存在侵权,请进行举报或认领
文档简介
统 计 总 表 岩岩性性代代号号岩岩性性名名称称统统计计组组数数最最大大值值最最小小值值平平均均值值 1坡洪积111.6511.6511.65 2人工填土518.634.009.54 3花岗岩全风化1623.352.009.97 4花岗岩强风化110.7110.7110.71 5110.4110.4110.41 6115.7915.7915.79 7219.324.0011.66 8121.0321.0321.03 孔孔号号孔孔深深(m m)击击数数杆杆长长(m)(m)修修正正系系数数修修正正后后击击数数岩岩性性代代号号 ZK12.002.10123.000.97111.651 ZK17.007.10219.400.76916.152 ZK22.002.1043.001.0004.002 ZK26.006.1048.001.0004.002 ZK32.002.10530.9804.902 ZK37.007.1048.71.0004.003 ZK42.002.101430.96713.543 ZK45.005.10236.70.81018.632 ZK53.003.10263.50.89823.353 ZK57.007.10247.50.77618.623 ZK62.002.10431.0004.003 ZK67.007.10139.40.82410.714 ZK72.652.75113.50.94610.415 ZK76.106.201970.83115.796 ZK72.002.10431.0004.007 ZK82.002.10331.0003.003 ZK84.004.1044.71.0004.003 ZK92.152.25223.20.95621.033 ZK95.405.50246.50.80519.327 ZK98.108.20299.10.72521.038 ZK113.003.1053.50.9604.803 ZK123.003.10263.50.89823.353 ZK127.007.10187.50.81214.623 ZK134.604.7027.81.0002.003 ZK137.707.80410.91.0004.003 ZK141.701.8033.61.0003.003 ZK144.504.6066.20.9245.543 ZK147.107.201390.82410.713 ZK153.003.10133.50.93812.19 ZK157.007.10217.50.79416.67 ZK1511.0011.102411.50.67616.22 ZK162.002.101830.96217.32 ZK164.004.10234.50.87320.08 ZK167.007.10217.50.79416.67 ZK172.202.3033.61.0003.00 ZK174.704.8046.31.0004.00 ZK177.607.7079.40.8726.10 ZK184.104.20136.30.88811.54 ZK186.306.40179.50.77413.16 ZK192.002.101730.96316.37 ZK194.104.20235.40.87320.08 ZK197.157.25288.50.73020.44 ZK214.004.1074.90.9376.56 ZK217.007.10159.60.79011.85 ZK232.002.1084.90.9337.46 ZK238.008.10509.60.61030.50 ZK242.002.10431.0004.00 ZK253.003.1064.90.9415.65 ZK262.002.1053.20.9804.90 ZK272.502.6064.90.9415.65 ZK274.905.0086.90.8947.15 ZK293.003.1065.40.9415.65 ZK297.007.1059.40.8904.45 ZK305.155.25750.9376.56 ZK312.502.6034.51.0003.00 ZK315.505.6057.90.9004.50 ZK323.003.10205.40.88517.70 ZK327.007.10409.40.67527.00 ZK33-12.152.2563.70.9585.75 ZK352.502.60104.20.9509.50 ZK355.205.30317.50.74623.13 ZK357.507.604310.10.63127.13 ZK359.809.904412.70.54624.02 ZK361.902.0035.11.0003.00 ZK364.704.80147.80.83611.70 ZK366.106.2069.30.8815.29 ZK371.001.1032.51.0003.00 ZK383.003.1055.20.9454.73 ZK385.205.30287.50.75821.22 ZK387.807.87509.60.61030.50 ZK395.505.6058.10.9004.50 ZK3910.005.601112.50.7668.43 ZK403.103.20195.40.88916.89 ZK412.002.1053.90.9604.80 ZK417.007.10128.80.8319.97 ZK422.702.8064.70.9415.65 ZK426.406.5077.90.8846.19 ZK432.102.2073.20.9786.85 ZK434.104.2064.70.9415.65 ZK437.107.2079.70.8606.02 ZK452.102.2033.21.0003.00 ZK462.102.2033.21.0003.00 ZK465.105.2046.51.0004.00 ZK492.002.1093.40.9768.78 ZK497.007.10179.40.79613.53 ZK505.005.105070.71035.50 ZK512.002.1044.51.0004.00 ZK514.504.60167.70.82413.18 ZK522.002.1023.41.0002.00 ZK527.007.10509.40.64032.00 ZK542.002.1053.50.9604.80 ZK544.004.102350.87320.08 ZK546.006.10456.90.72832.74 ZK552.002.1083.10.9777.82 ZK581.902.0023.81.0002.00 ZK583.803.9045.11.0004.00 ZK592.002.1034.71.0003.00 ZK594.004.10261.0002.00 ZK597.007.1039.41.0003.00 ZK602.202.30341.0003.00 ZK607.507.6039.11.0003.00 ZK612.202.3013.81.0001.00 ZK614.004.1036.11.0003.00 ZK617.007.1038.61.0003.00 ZK6110.1010.20411.61.0004.00 ZK629.309.40311.21.0003.00 ZK6211.6011.70414.11.0004.00 ZK632.202.30241.0002.00 ZK636.406.5047.81.0004.00 ZK642.152.2543.81.0004.00 ZK644.154.25560.9304.65 ZK646.156.2588.60.8636.90 ZK652.002.1034.31.0003.00 ZK654.004.10560.9304.65 ZK656.006.1068.10.8925.35 ZK663.003.1064.30.9585.75 ZK666.006.101580.83012.45 ZK672.152.2544.31.0004.00 ZK674.154.25960.9068.15 ZK682.652.75640.9585.75 ZK685.255.35107.20.8808.80 ZK692.152.2534.71.0003.00 ZK692.652.75127.20.87010.44 ZK702.652.75114.70.92110.13 ZK705.655.75367.20.75727.25 ZK712.002.10383.60.86432.83 ZK714.004.09506.10.75037.50 ZK722.652.7564.90.9415.65 ZK725.155.25127.20.87010.44 ZK735.005.1057.30.9154.58 ZK742.002.1053.60.9604.80 ZK814.004.1045.61.0004.00 ZK819.009.101610.70.76112.18 ZK825.005.1066.70.9085.45 ZK827.908.00119.10.8389.22 ZK847.007.1068.60.8815.29 ZK853.103.2064.70.9415.65 ZK857.207.301490.81711.44 ZK8510.7010.801811.70.72012.96 ZK862.002.1023.61.0002.00 ZK873.103.2044.81.0004.00 ZK876.706.80139.10.82410.71 ZK904.905.0086.10.9127.30 ZK906.706.80118.30.8549.39 ZK914.204.302550.86521.63 ZK914.905.00315.80.80624.99 ZK932.002.10172.70.96316.37 ZK935.005.10265.90.82621.48 ZK939.009.103810.10.65224.78 ZK93-13.003.10354.550.83029.05 ZK93-15.005.10416.650.74230.40 ZK93-18.008.10459.50.62528.13 ZK952.802.90384.50.82431.31 ZK954.104.20445.70.76833.79 ZK983.003.10314.80.84626.23 ZK984.004.10415.80.77731.86 ZK982.002.1073.150.9786.85 ZK984.004.10135.20.91311.87 ZK1031.501.60352.11.00035.00 ZK1033.003.104240.85635.95 ZK1042.202.30153.70.93013.95 ZK1052.702.80184.10.92416.63 ZK1073.003.103740.86632.04 ZK1076.006.10467.20.72433.30 ZK1102.002.103530.93532.73 ZK1132.502.6044.71.0004.00 ZK1134.004.101260.89210.70 ZK1142.002.10112.50.97310.70 ZK1143.904.00134.50.91311.87 ZK1145.805.90466.40.76235.05 ZK1154.004.10137.10.86511.25 ZK1156.907.00279.40.73519.85 ZK1161.902.00112.41.00011.00 ZK1164.004.10454.50.80836.34 ZK1183.003.103540.87030.45 ZK1186.006.10477.20.72133.86 ZK1189.009.104910.50.58428.59 ZK1193.003.10343.50.87429.72 ZK1197.107.20417.60.70628.95 ZK1204.204.30760.9186.43 ZK1312.002.1033.21.0003.00 ZK1314.004.10550.9454.73 ZK1317.007.1088.20.8767.01 ZK1322.002.10231.0002.00 ZK1324.004.10351.0003.00 ZK1332.002.101130.97310.70 ZK1334.004.101250.91711.00 ZK1337.007.101480.83611.70 ZK1342.002.10331.0003.00 CS42.002.1075.260.9376.56粉土2 CS81.801.90115.380.92110.13粉质粘土9 CS514.2514.35105.380.9259.25粉质粘土9 CS562.152.2555.320.9454.73粉土2 CS564.254.3567.240.9085.45粉土2 CS572.252.3545.41.0004.00粉土2 CS574.154.2557.180.9154.58粉土2 CS682.252.3536.81.0003.00粉质粘土9 CS684.154.2537.81.0003.00粉质粘土9 CS702.402.5044.21.0004.00粉土2 CS772.702.8054.70.9454.73粉土2 CS712.402.5036.51.0003.00粉质粘土9 CS714.604.7038.21.0003.00粉土2 CS832.702.8055.50.9304.65 CS1052.452.55144.30.93413.08 1.0000.00 1.0000.00 1.0000.00 1.0000.00 1.0000.00 1.0000.00 1.0000.00 1.0000.00 1.0000.00 1.0000.00 1.0000.00 1.0000.00 1.0000.00 1.0000.00 1.0000.00 1.0000.00 1.0000.00 1.0000.00 1.0000.00 1.0000.00 1.0000.00 1.0000.00 1.0000.00 1.0000.00 1.0000.00 1.0000.00 1.0000.00 1.0000.00 1.0000.00 1.0000.00 1.0000.00 1.0000.00 1.0000.00 1.0000.00 1.0000.00 1.0000.00 1.0000.00 1.0000.00 1.0000.00 1.0000.00 1.0000.00 1.0000.00 1.0000.00 1.0000.00 1.0000.00 1.0000.00 1.0000.00 1.0000.00 1.0000.00 1.0000.00 1.0000.00 1.0000.00 1.0000.00 1.0000.00 1.0000.00 1.0000.00 1.0000.00 1.0000.00 1.0000.00 1.0000.00 1.0000.00 1.0000.00 1.0000.00 1.0000.00 1.0000.00 1.0000.00 1.0000.00 1.0000.00 1.0000.00 1.0000.00 1.0000.00 1.0000.00 1.0000.00 1.0000.00 1.0000.00 1.0000.00 1.0000.00 1.0000.00 1.0000.00 1.0000.00 1.0000.00 1.0000.00 1.0000.00 1.0000.00 1.0000.00 1.0000.00 1.0000.00 1.0000.00 1.0000.00 1.0000.00 1.0000.00 1.0000.00 1.0000.00 1.0000.00 1.0000.00 1.0000.00 1.0000.00 1.0000.00 1.0000.00 1.0000.00 1.0000.00 1.0000.00 1.0000.00 1.0000.00 1.0000.00 1.0000.00 1.0000.00 1.0000.00 1.0000.00 1.0000.00 1.0000.00 1.0000.00 1.0000.00 1.0000.00 1.0000.00 1.0000.00 1.0000.00 1.0000.00 1.0000.00 1.0000.00 1.0000.00 1.0000.00 1.0000.00 1.0000.00 1.0000.00 1.0000.00 1.0000.00 1.0000.00 1.0000.00 1.0000.00 1.0000.00 1.0000.00 1.0000.00 1.0000.00 1.0000.00 1.0000.00 1.0000.00 1.0000.00 1.0000.00 1.0000.00 1.0000.00 1.0000.00 1.0000.00 1.0000.00 1.0000.00 1.0000.00 1.0000.00 1.0000.00 1.0000.00 1.0000.00 1.0000.00 1.0000.00 1.0000.00 1.0000.00 1.0000.00 1.0000.00 1.0000.00 1.0000.00 1.0000.00 1.0000.00 1.0000.00 1.0000.00 1.0000.00 1.0000.00 1.0000.00 1.0000.00 1.0000.00 1.0000.00 1.0000.00 1.0000.00 1.0000.00 1.0000.00 1.0000.00 1.0000.00 1.0000.00 1.0000.00 1.0000.00 1.0000.00 1.0000.00 1.0000.00 1.0000.00 1.0000.00 1.0000.00 1.0000.00 1.0000.00 1.0000.00 1.0000.00 1.0000.00 1.0000.00 1.0000.00 1.0000.00 1.0000.00 1.0000.00 1.0000.00 1.0000.00 1.0000.00 1.0000.00 1.0000.00 1.0000.00 1.0000.00 1.0000.00 1.0000.00 1.0000.00 1.0000.00 1.0000.00 1.0000.00 1.0000.00 1.0000.00 1.0000.00 1.0000.00 1.0000.00 1.0000.00 1.0000.00 1.0000.00 1.0000.00 1.0000.00 1.0000.00 1.0000.00 1.0000.00 1.0000.00 1.0000.00 1.0000.00 1.0000.00 1.0000.00 1.0000.00 1.0000.00 1.0000.00 1.0000.00 1.0000.00 1.0000.00 1.0000.00 1.0000.00 1.0000.00 1.0000.00 1.0000.00 1.0000.00 1.0000.00 1.0000.00 1.0000.00 1.0000.00 1.0000.00 1.0000.00 1.0000.00 1.0000.00 1.0000.00 1.0000.00 1.0000.00 1.0000.00 1.0000.00 1.0000.00 1.0000.00 1.0000.00 1.0000.00 1.0000.00 1.0000.00 1.0000.00 1.0000.00 1.0000.00 1.0000.00 1.0000.00 1.0000.00 1.0000.00 1.0000.00 1.0000.00 1.0000.00 1.0000.00 1.0000.00 1.0000.00 1.0000.00 1.0000.00 1.0000.00 1.0000.00 1.0000.00 1.0000.00 1.0000.00 1.0000.00 1.0000.00 1.0000.00 1.0000.00 1.0000.00 1.0000.00 1.0000.00 1.0000.00 1.0000.00 1.0000.00 重型动力触探(N63.5)D1.1版本 1. 参考规范:岩土工程勘察规范(GB50021- 2001)2009版本; 2. 灰色区域为必填项,免费版本可做8组不同 岩性500个左右的动探值统计; 3. 联系人:刘 宇(长江岩土工程总公司)QQ:124854427, Email:liuyu-85 。 重型圆锥动力触探击数修正系数表( GB 50021-2001 岩土工程勘察规范)(2009版) 击数 杆长2345 51.0000.9800.9600.945 61.0000.9790.9580.941 71.0000.9780.9560.937 81.0000.9770.9540.933 91.0000.9760.9520.929 101.0000.9750.9500.925 111.0000.9730.9460.921 121.0000.9710.9420.917 131.0000.9690.9380.913 141.0000.9670.9340.909 151.0000.9650.9300.905 161.0000.9640.9280.901 171.0000.9630.9260.897 181.0000.9620.9240.893 191.0000.9610.9220.889 201.0000.9600.9200.885 211.0000.9580.9160.881 221.0000.9560.9120.877 231.0000.9540.9080.873 241.0000.9520.9040.869 251.0000.9500.9000.865 261.0000.9490.8980.862 271.0000.9480.8960.859 281.0000.9470.8940.856 291.0000.9460.8920.853 301.0000.9450.8900.850 311.0000.9430.8860.846 321.0000.9410.8820.842 331.0000.9390.8780.838 341.0000.9370.8740.834 351.0000.9350.8700.830 361.0000.9340.8680.828 371.0000.9330.8660.826 381.0000.9320.8640.824 391.0000.9310.8620.822 401.0000.9300.8600.820 411.0000.9290.8580.818 421.0000.9280.8560.815 431.0000.9270.8540.813 441.0000.9260.8520.810 451.0000.9250.8500.808 461.0000.9240.8480.805 471.0000.9230.8460.803 481.0000.9220.8440.800 491.0000.9210.8420.798 501.0000.9200.8400.795 67891011121314 0.9300.9150.9000.8900.8800.8650.8500.8350.820 0.9240.9080.8920.8810.8700.8540.8380.8230.808 0.9180.9010.8840.8720.8600.8430.8260.8110.796 0.9120.8940.8760.8630.8500.8320.8140.7990.784 0.9060.8870.8680.8540.8400.8210.8020.7870.772 0.9000.8800.8600.8450.8300.8100.7900.7750.760 0.8960.8750.8540.8380.8220.8020.7820.7660.750 0.8920.8700.8480.8310.8140.7940.7740.7570.740 0.8880.8650.8420.8240.8060.7860.7660.7480.730 0.8840.8600.8360.8170.7980.7780.7580.7390.720 0.8800.8550.8300.8100.7900.7700.7500.7300.710 0.8740.8490.8240.8030.7820.7610.7400.7200.700 0.8680.8430.8180.7960.7740.7520.7300.7100.690 0.8620.8370.8120.7890.7660.7430.7200.7000.680 0.8560.8310.8060.7820.7580.7340.7100.6900.670 0.8500.8250.8000.7750.7500.7250.7000.6800.660 0.8460.8200.7940.7690.7440.7190.6940.6730.652 0.8420.8150.7880.7630.7380.7130.6880.6660.644 0.8380.8100.7820.7570.7320.7070.6820.6590.636 0.8340.8050.7760.7510.7260.7010.6760.6520.628 0.8300.8000.7700.7450.7200.6950.6700.6450.620 0.8260.7960.7660.7400.7140.6890.6640.6380.612 0.8220.7920.7620.7350.7080.6830.6580.6310.604 0.8180.7880.7580.7300.7020.6770.6520.6240.596 0.8140.7840.7540.7250.6960.6710.6460.6170.588 0.8100.7800.7500.7200.6900.6650.6400.6100.580 0.8060.7760.7460.7160.6860.6600.6340.6050.576 0.8020.7720.7420.7120.6820.6550.6280.6000.572 0.7980.7680.7380.7080.6780.6500.6220.5950.568 0.7940.7640.7340.7040.6740.6450.6160.5900.564 0.7900.7600.7300.7000.6700.6400.6100.5850.560 重型圆锥动力触探击数修正系数表( GB 50021-2001 岩土工程勘察规范)(2009版) 0.7880.7570.7260.6950.6640.6350.6060.5800.554 0.7860.7540.7220.6900.6580.6300.6020.5750.548 0.7840.7510.7180.6850.6520.6250.5980.5700.542 0.7820.7480.7140.6800.6460.6200.5940.5650.536 0.7800.7450.7100.6750.6400.6150.5900.5600.530 0.7770.7420.7060.6720.6370.6120.5860.5570.527 0.7740.7380.7020.6680.6340.6080.5820.5530.524 0.7710.7350.6980.6650.6310.6050.5780.5500.521 0.7680.7310.6940.6610.6280.6010.5740.5460.518 0.7650.7280.6900.6580.6250.5980.5700.5430.515 0.7620.7240.6860.6540.6220.5940.5660.5390.512 0.7590.7210.6820.6510.6190.5910.5620.5360.509 0.7560.7170.6780.6470.6160.5870.5580.5320.506 0.7530.7140.6740.6440.6130.5840.5540.5290.503 0.7500.7100.6700.6400.6100.5800.5500.5250.500 151617181920 0.8050.7900.7800.7700.7600.750 0.7930.7780.7670.7560.7450.734 0.7810.7660.7540.7420.7300.718 0.7690.7540.7410.7280
温馨提示
- 1. 本站所有资源如无特殊说明,都需要本地电脑安装OFFICE2007和PDF阅读器。图纸软件为CAD,CAXA,PROE,UG,SolidWorks等.压缩文件请下载最新的WinRAR软件解压。
- 2. 本站的文档不包含任何第三方提供的附件图纸等,如果需要附件,请联系上传者。文件的所有权益归上传用户所有。
- 3. 本站RAR压缩包中若带图纸,网页内容里面会有图纸预览,若没有图纸预览就没有图纸。
- 4. 未经权益所有人同意不得将文件中的内容挪作商业或盈利用途。
- 5. 人人文库网仅提供信息存储空间,仅对用户上传内容的表现方式做保护处理,对用户上传分享的文档内容本身不做任何修改或编辑,并不能对任何下载内容负责。
- 6. 下载文件中如有侵权或不适当内容,请与我们联系,我们立即纠正。
- 7. 本站不保证下载资源的准确性、安全性和完整性, 同时也不承担用户因使用这些下载资源对自己和他人造成任何形式的伤害或损失。
最新文档
- 成都市 2024-2025 学年小学五年级上学期科学期中模拟卷及答案解析
- 2024-2025 学年成都市小学五年级语文期中模拟试卷(附答案及思路)
- 2025年化疗药物使用试题及答案
- 山东省公务员2025年笔试行政职业能力测验专项卷
- 2025年初中二年级语文下学期名著阅读练习
- 2025年预防溺水知识试题及答案
- 2025年家禽测试题及答案
- 第二章 第3节 声的利用同步练习八年级上册物理人教版
- 2025年初中五年级历史上学期期末冲刺试卷
- 大数据分析应用实施规范
- 客源合作协议书范本
- 2021年新《经济法基础》-第10章-税收征收管理法律制度
- 眩晕综合征护理常规
- 质量管理体系文件培训
- 机械原理 课件 第4章 连杆机构及其设计
- 飞行体验游旅行合同
- 《急性心力衰竭急救》课件
- 《结直肠癌外科学》课件
- 2025年江苏南京鼓楼城市管养集团有限公司招聘笔试参考题库含答案解析
- 消毒供应质量控制指标(2024年版)
- 施工自检报告范文
评论
0/150
提交评论