滑坡參數(shù)反演計(jì)算表格

1、2-2剖面天然反演20212223242512.00.9240.9520.9801.0081.0361.06412.50.9400.9680.9961.0241.0521.08013.00.9560.9841.0121.0401.0681.09613.50.9721.0001.0281.0561.0841.11214.00.9881.0161.0441.0721.1001.12814.51.0041.0321.0601.0881.1161.14415.01.0201.0481.0761.1041.1321.16015.51.0361.0641.0921.1201.1481.17616.01.0

2、521.0801.1081.1361.1641.19216.51.0681.0961.1241.1521.1801.20817.01.0841.1121.1401.1681.1961.22417.51.1001.1281.1561.1841.2121.24018.01.1161.1441.1721.2001.2281.25618.51.1321.1601.1881.2161.2441.27219.01.1481.1761.2041.2321.2601.288f1-1剖面暴雨反演5678910c16.00.6020.6530.7040.7550.8060.85716.50.6120.6630.7

3、140.7650.8160.86717.00.6220.6730.7240.7750.8260.87717.50.6320.6830.7340.7850.8360.88718.00.6420.6930.7440.7950.8460.89718.50.6520.7030.7540.8050.8560.90719.00.6620.7130.7640.8150.8660.91719.50.6720.7230.7740.8250.8760.92720.00.6820.7330.7840.8350.8860.93720.50.6920.7430.7940.8450.8960.94721.00.7020.

4、7530.8040.8550.9060.95721.50.7120.7630.8140.8650.9160.96722.00.7220.7730.8240.8750.9260.97722.50.7320.7830.8340.8850.9360.98723.00.7420.7930.8440.8950.9460.9972-2剖面地震反演20212223242512.00.8540.8800.9060.9320.9580.98412.50.8690.8950.9210.9470.9730.99913.00.8840.9100.9360.9620.9881.01413.50.8990.9250.95

5、10.9771.0031.02914.00.9140.9400.9660.9921.0181.04414.50.9290.9550.9811.0071.0331.05915.00.9440.9700.9961.0221.0481.07415.50.9590.9851.0111.0371.0631.08916.00.9741.0001.0261.0521.0781.10416.50.9891.0151.0411.0671.0931.11917.01.0041.0301.0561.0821.1081.13417.51.0191.0451.0711.0971.1231.14918.01.0341.0

6、601.0861.1121.1381.16418.51.0491.0751.1011.1271.1531.17919.01.0641.0901.1161.1421.1681.1940.953-3暴雨反演13891011121314.00.5810.6230.6650.7070.7490.79124.50.6120.6540.6960.7380.7800.82235.00.6430.6850.7270.7690.8110.85345.50.6740.7160.7580.8000.8420.88456.00.7050.7470.7890.8310.8730.91566.50.7360.7780.8

7、200.8620.9040.94677.00.7670.8090.8510.8930.9350.97787.50.7980.8400.8820.9240.9661.00898.00.8290.8710.9130.9550.9971.039108.50.8600.9020.9440.9861.0281.070119.00.8910.9330.9751.0171.0591.101129.50.9220.9641.0061.0481.0901.1321310.00.9530.9951.0371.0791.1211.1631410.50.9841.0261.0681.1101.1521.1941511

8、.01.0151.0571.0991.1411.1831.2258-8暴雨反演13891011121314.00.5460.5780.6100.6420.6740.70624.50.5820.6140.6460.6780.7100.74235.00.6180.6500.6820.7140.7460.77845.50.6540.6860.7180.7500.7820.81456.00.6900.7220.7540.7860.8180.85066.50.7260.7580.7900.8220.8540.88677.00.7620.7940.8260.8580.8900.92287.50.7980.

9、8300.8620.8940.9260.95898.00.8340.8660.8980.9300.9620.994108.50.8700.9020.9340.9660.9981.030119.00.9060.9380.9701.0021.0341.066129.50.9420.9741.0061.0381.0701.1021310.00.9781.0101.0421.0741.1061.1381410.51.0141.0461.0781.1101.1421.1741511.01.0501.0821.1141.1461.1781.21013-13暴雨反演13891011121319.00.651

10、0.6880.7250.7620.7990.83629.50.6710.7080.7450.7820.8190.856310.00.6910.7280.7650.8020.8390.876410.50.7110.7480.7850.8220.8590.896511.00.7310.7680.8050.8420.8790.916611.50.7510.7880.8250.8620.8990.936712.00.7710.8080.8450.8820.9190.956812.50.7910.8280.8650.9020.9390.976913.00.8110.8480.8850.9220.9590

11、.9961013.50.8310.8680.9050.9420.9791.0161114.00.8510.8880.9250.9620.9991.0361214.50.8710.9080.9450.9821.0191.0561315.00.8910.9280.9651.0021.0391.0761415.50.9110.9480.9851.0221.0591.0961516.00.9310.9681.0051.0421.0791.11616-16暴雨反演13891011121314.00.5530.5910.6290.6670.7050.74324.50.5840.6230.6620.7010

12、.7400.77935.00.6150.6550.6950.7350.7750.81545.50.6460.6870.7280.7690.8100.85156.00.6770.7190.7610.8030.8450.88766.50.7080.7510.7940.8370.8800.92377.00.7390.7830.8270.8710.9150.95987.50.7700.8150.8600.9050.9500.99598.00.8010.8470.8930.9390.9851.031108.50.8320.8790.9260.9731.0201.067119.00.8630.9110.9

13、591.0071.0551.103129.50.8940.9430.9921.0411.0901.1391310.00.9250.9751.0251.0751.1251.1751410.50.9561.0071.0581.1091.1601.2111511.00.9871.0391.0911.1431.1951.24726272829301.0921.1201.1481.1761.2041.1081.1361.1641.1921.2201.1241.1521.1801.2081.2361.1401.1681.1961.2241.2521.1561.1841.2121.2401.2681.172

14、1.2001.2281.2561.2841.1881.2161.2441.2721.3001.2041.2321.2601.2881.3161.2201.2481.2761.3041.3321.2361.2641.2921.3201.3481.2521.2801.3081.3361.3641.2681.2961.3241.3521.3801.2841.3121.3401.3681.3961.3001.3281.3561.3841.4121.3161.3441.3721.4001.42811121314150.9080.9591.0101.0611.1120.9180.9691.0201.071

15、1.1220.9280.9791.0301.0811.1320.9380.9891.0401.0911.1420.9480.9991.0501.1011.1520.9581.0091.0601.1111.1620.9681.0191.0701.1211.1720.9781.0291.0801.1311.1820.9881.0391.0901.1411.1920.9981.0491.1001.1511.2021.0081.0591.1101.1611.2121.0181.0691.1201.1711.2221.0281.0791.1301.1811.2321.0381.0891.1401.191

16、1.2421.0481.0991.1501.2011.25226272829301.0101.0361.0621.0881.1141.0251.0511.0771.1031.1291.0401.0661.0921.1181.1441.0551.0811.1071.1331.1591.0701.0961.1221.1481.1741.0851.1111.1371.1631.1891.1001.1261.1521.1781.2041.1151.1411.1671.1931.2191.1301.1561.1821.2081.2341.1451.1711.1971.2231.2491.1601.186

17、1.2121.2381.2641.1751.2011.2271.2531.2791.1901.2161.2421.2681.29412.0 12.5 13.0 13.5 14.0 14.5 15.0 15.5 16.0 16.5 17.0 17.5 18.0 18.5 19.0 0.900 1.000 1.100 1.200 1.300 1.400 1.500 1.600 c=20c=21c=22c=23c=24c=25c=26c=27c=28c=29c=3016.0 16.5 17.0 17.5 18.0 18.5 19.0 19.5 20.0 20.5 21.0 21.5 22.0 22.

18、5 23.0 0.650 0.750 0.850 0.950 1.050 1.150 1.250 1.350 c=8c=9c=10c=11c=12c=13c=14c=15c=16c=17c=1812.0 12.5 13.0 13.5 14.0 14.5 15.0 15.5 16.0 16.5 17.0 17.5 18.0 18.5 19.0 0.850 0.900 0.950 1.000 1.050 1.100 1.150 1.200 1.250 1.300 1.350 c=20c=21c=22c=23c=24c=25c=26c=27c=28c=29c=301.2051.2311.2571.2

19、831.3091.2201.2461.2721.2981.32420167.314151617180.8330.8750.9170.9591.0010.8640.9060.9480.9901.0320.8950.9370.9791.0211.0630.9260.9681.0101.0521.0940.9570.9991.0411.0831.1250.9881.0301.0721.1141.1561.0191.0611.1031.1451.1871.0501.0921.1341.1761.2181.0811.1231.1651.2071.2491.1121.1541.1961.2381.2801

20、.1431.1851.2271.2691.3111.1741.2161.2581.3001.3421.2051.2471.2891.3311.3731.2361.2781.3201.3621.4041.2671.3091.3511.3931.435814151617180.7380.7700.8020.8340.8660.7740.8060.8380.8700.9020.8100.8420.8740.9060.9380.8460.8780.9100.9420.9740.8820.9140.9460.9781.0100.9180.9500.9821.0141.0460.9540.9861.018

21、1.0501.0820.9901.0221.0541.0861.1181.0261.0581.0901.1221.1541.0621.0941.1261.1581.1901.0981.1301.1621.1941.2261.1341.1661.1981.2301.2621.1701.2021.2341.2661.2981.2061.2381.2701.3021.3341.2421.2741.3061.3381.37013141516171812.0 12.5 13.0 13.5 14.0 14.5 15.0 15.5 16.0 16.5 17.0 17.5 18.0 18.5 19.0 0.8

22、50 0.900 0.950 1.000 1.050 1.100 1.150 1.200 1.250 1.300 1.350 c=20c=21c=22c=23c=24c=25c=26c=27c=28c=29c=300.8730.9100.9470.9841.0210.8930.9300.9671.0041.0410.9130.9500.9871.0241.0610.9330.9701.0071.0441.0810.9530.9901.0271.0641.1010.9731.0101.0471.0841.1210.9931.0301.0671.1041.1411.0131.0501.0871.1

23、241.1611.0331.0701.1071.1441.1811.0531.0901.1271.1641.2011.0731.1101.1471.1841.2211.0931.1301.1671.2041.2411.1131.1501.1871.2241.2611.1331.1701.2071.2441.2811.1531.1901.2271.2641.301814151617180.7810.8190.8570.8950.9330.8180.8570.8960.9350.9740.8550.8950.9350.9751.0150.8920.9330.9741.0151.0560.9290.

24、9711.0131.0551.0970.9661.0091.0521.0951.1381.0031.0471.0911.1351.1791.0401.0851.1301.1751.2201.0771.1231.1691.2151.2611.1141.1611.2081.2551.3021.1511.1991.2471.2951.3431.1881.2371.2861.3351.3841.2251.2751.3251.3751.4251.2621.3131.3641.4151.4661.2991.3511.4031.4551.50712.0 12.5 13.0 13.5 14.0 14.5 15

25、.0 15.5 16.0 16.5 17.0 17.5 18.0 18.5 19.0 0.900 1.000 1.100 1.200 1.300 1.400 1.500 1.600 c=20c=21c=22c=23c=24c=25c=26c=27c=28c=29c=3016.0 16.5 17.0 17.5 18.0 18.5 19.0 19.5 20.0 20.5 21.0 21.5 22.0 22.5 23.0 0.650 0.750 0.850 0.950 1.050 1.150 1.250 1.350 c=8c=9c=10c=11c=12c=13c=14c=15c=16c=17c=18

26、12.0 12.5 13.0 13.5 14.0 14.5 15.0 15.5 16.0 16.5 17.0 17.5 18.0 18.5 19.0 0.850 0.900 0.950 1.000 1.050 1.100 1.150 1.200 1.250 1.300 1.350 c=20c=21c=22c=23c=24c=25c=26c=27c=28c=29c=30剖面編號1-1剖面2-2剖面3-3剖面4-4剖面7-7剖面8-8剖面9-9剖面13-13剖面16-16剖面剖面編號1-1剖面剖面編號12.0 12.5 13.0 13.5 14.0 14.5 15.0 15.5 16.0 16.5

27、 17.0 17.5 18.0 18.5 19.0 0.850 0.900 0.950 1.000 1.050 1.100 1.150 1.200 1.250 1.300 1.350 c=20c=21c=22c=23c=24c=25c=26c=27c=28c=29c=302-2剖面剖面編號3-3剖面剖面編號4-4剖面剖面編號5-5剖面剖面編號6-6剖面剖面編號7-7剖面剖面編號8-8剖面7-7剖面計(jì)算工況穩(wěn)定系數(shù)(Kf)穩(wěn)定狀態(tài)滑坡穩(wěn)定性安全系數(shù)(Ks)剩余下滑力(kN/m)工況一：自重+天然水位1.093穩(wěn)定1.20231.391工況二：自重+暴雨1.006欠穩(wěn)定1.0599.475工況三：

28、自重+天然水位+地震1.037穩(wěn)定1.0529.225工況一：自重+天然水位1.134穩(wěn)定1.20149.961工況二：自重+暴雨1.004欠穩(wěn)定1.05113.961工況三：自重+天然水位+地震1.023欠穩(wěn)定1.0568.988工況一：自重+天然水位1.133穩(wěn)定1.20130.485工況二：自重+暴雨1.006欠穩(wěn)定1.0594.020工況三：自重+天然水位+地震1.042基本穩(wěn)定1.0515.471工況一：自重+天然水位1.119穩(wěn)定1.20164.291工況二：自重+暴雨1.005欠穩(wěn)定1.0597.326工況三：自重+天然水位+地震1.032基本穩(wěn)定1.0538.826工況一：自重

29、+天然水位1.149穩(wěn)定1.20289.708工況二：自重+暴雨1.004欠穩(wěn)定1.05284.870工況三：自重+天然水位+地震1.015基本穩(wěn)定1.05225.003工況一：自重+天然水位1.148穩(wěn)定1.20336.260工況二：自重+暴雨1.003欠穩(wěn)定1.05324.605工況三：自重+天然水位+地震1.023基本穩(wěn)定1.05196.417工況一：自重+天然水位1.144基本穩(wěn)定1.2048.888工況二：自重+暴雨1.004欠穩(wěn)定1.05283.999工況三：自重+天然水位+地震1.020欠穩(wěn)定1.05302.378工況一：自重+天然水位1.198穩(wěn)定1.20/工況二：自重+暴雨1

30、.003欠穩(wěn)定1.0552.843工況三：自重+天然水位+地震1.062基本穩(wěn)定1.05/工況一：自重+天然水位1.169穩(wěn)定1.20/工況二：自重+暴雨1.000欠穩(wěn)定1.05171.442工況三：自重+天然水位+地震1.034欠穩(wěn)定1.05202.977計(jì)算工況穩(wěn)定系數(shù)(Kf)穩(wěn)定狀態(tài)滑坡穩(wěn)定性安全系數(shù)(Ks)剩余下滑力(kN/m)設(shè)樁位置推力(方案一)設(shè)樁位置推力(方案二)工況一：自重+天然水位1.307穩(wěn)定1.15/工況二：自重+暴雨1.005欠穩(wěn)定1.05196.784工況三：自重+天然水位+地震1.153穩(wěn)定1.05/工況一：自重+天然水位1.201穩(wěn)定1.15/工況二：自重+暴雨

31、1.004欠穩(wěn)定1.05306.048工況三：自重+天然水位+地震1.065基本穩(wěn)定1.05/計(jì)算工況穩(wěn)定系數(shù)(Kf)穩(wěn)定狀態(tài)滑坡穩(wěn)定性安全系數(shù)(Ks)剩余下滑力(kN/m)設(shè)樁位置推力(方案一)設(shè)樁位置推力(方案二)工況一：自重+天然水位1.219穩(wěn)定1.15/工況二：自重+暴雨1.002欠穩(wěn)定1.0564.279工況三：自重+天然水位+地震1.032欠穩(wěn)定1.054.217工況一：自重+天然水位1.318穩(wěn)定1.15/工況二：自重+暴雨1.006欠穩(wěn)定1.05145.695工況三：自重+天然水位+地震1.113基本穩(wěn)定1.05/計(jì)算工況穩(wěn)定系數(shù)(Kf)穩(wěn)定狀態(tài)滑坡穩(wěn)定性安全系數(shù)(Ks)剩余

32、下滑力(kN/m)設(shè)樁位置推力(方案一)設(shè)樁位置推力(方案二)工況一：自重+天然水位1.261穩(wěn)定1.15/445.368441.202工況二：自重+暴雨1.003欠穩(wěn)定1.05409.422工況三：自重+天然水位+地震1.093基本穩(wěn)定1.05/工況一：自重+天然水位1.205穩(wěn)定1.15/工況二：自重+暴雨1.003欠穩(wěn)定1.05426.467工況三：自重+天然水位+地震1.050基本穩(wěn)定1.05/工況一：自重+天然水位1.161穩(wěn)定1.15/工況二：自重+暴雨1.004欠穩(wěn)定1.05142.614工況三：自重+天然水位+地震1.088基本穩(wěn)定1.05/計(jì)算工況穩(wěn)定系數(shù)(Kf)穩(wěn)定狀態(tài)滑坡穩(wěn)定性安全系數(shù)(Ks)剩余下滑力(kN/m)設(shè)樁位置推力(方案一)設(shè)樁位置推力(方案二)工況一：自重+天然水位1.161穩(wěn)定1.15/1205.2181367.585工況二：自重+暴雨1.005欠穩(wěn)定