1920212223242512345678910711~127'13剖14面1516171819202122232425232323232323232323232323232323232323232323232323232323232323232332.8029.7424.1217.3810.527.532.296.6911.6420.4732.0652.4326.7425.9325.1125.1026.8826.5630.2728.7825.8026.9627.4628.5347.9446.3747.7537.4634.3622.1015.374.93754.45684.13554.65399.82241.90173.1052.56153.90267.82470.92737.291205.94615.07596.44577.48577.34618.34610.85696.23661.92593.43620.10631.59656.301102.511066.411098.17861.69790.32508.23353.41113.36707070707070707070707070707070707070707070707070707070707070707033.533.533.533.533.533.533.533.533.533.533.533.533.533.533.533.533.533.533.533.533.533.533.533.533.533.533.533.533.533.533.533.54949252525252570707062504646474746464141434341414950504846222222传递系数设计滑面长锚杆ψn锚固力li倾角ψ=cos(α-α)-sin(αPdii-1ii-β(m)(kN)1-αi)tanφi6.225.715.325.024.764.554.374.224.093.973.873.573.503.433.373.323.273.233.193.163.133.103.073.051.044.514.514.514.384.384.384.384.385.925.215.215.214.024.024.024.024.494.490000000000000000000000000000000000000100100100100100100202020202020202020202020202020202020202020202020202020202020202020202020202020202020200.0000.9660.9680.9700.9720.9730.9750.9760.9760.9770.9780.9790.9810.9820.9820.9820.9830.9830.9830.9830.9840.9840.9840.9840.9890.0001.0001.0000.9431.0001.0001.0001.0001.0011.0451.0001.0000.9231.0001.0001.0000.9901.000正压力Ni=(Pdsinβ+Wi)·cosαi+Pdcosβsinαi(kN/m)38.17115.69196.31292.04348.49393.81426.43455.24507.26511.12506.19499.38507.13489.48465.22439.57448.98408.54360.03305.65273.39236.45165.91105.2029.6059.10153.98203.51296.30332.65364.18396.64414.47611.97507.77540.71535.49618.06575.72554.50574.79603.19596.004.494.492.702.702.702.702.700.378.375.765.676.923.533.533.443.443.623.623.893.883.653.653.643.636.136.546.545.564.963.363.363.361001001001001001001000000000000000100100100100100100100100100100100020202020202020202020202020202020202020202020202020202020202020201.0001.0000.6341.0001.0001.0001.0000.0001.0000.9940.9030.8380.9581.0001.0041.0000.9911.0000.9381.0001.0231.0000.9781.0001.0841.0091.0000.9790.9750.6381.0001.000586.24540.31574.36433.65290.13227.61118.0651.9090.32163.03344.73775.72423.42410.59394.83394.74428.95423.75525.20499.32522.50541.98562.84581.44812.10777.69798.05665.87638.60538.53394.78105.25下滑分力Ti=(Pdsinβ+Wi）·安全系数Ksinαi-Pdcosβcosαi(kN/m)65.34176.01269.09364.12397.95414.00414.25409.79423.94397.11365.85336.48319.15287.49254.74224.04212.58179.23145.90113.9893.3873.5646.6926.556.9089.89234.19309.52380.02426.63467.08508.71531.57786.69760.64809.98802.16592.24541.64516.28540.53555.49547.161.31.31.31.31.31.31.31.31.31.31.31.31.31.31.31.31.31.31.31.31.31.31.31.31.31.351.351.351.351.351.351.351.351.351.351.351.351.351.351.351.351.351.35KTi①84.95228.82349.82473.35517.34538.20538.52532.73551.12516.24475.60437.43414.89373.74331.16291.25276.35233.00189.67148.18121.4095.6360.7034.528.98121.35316.15417.86513.03575.95630.56686.76717.631062.041026.861093.471082.92799.52731.21696.98729.71749.92738.67ψiEi-1(kN/m)②0.00-85.1718.80114.68277.21450.19616.94764.83890.221002.721079.611121.821156.331165.951147.031102.201035.11950.65849.24735.60614.91489.06361.66242.68135.650.00-233.74-101.79-30.9610.5559.97143.14261.00398.26669.55995.571366.391596.461705.261773.761822.081870.811907.48Nitanφi③23.8572.29122.67182.49217.76246.08266.46284.47316.97319.39316.30288.31292.79282.60268.60253.78259.22235.87207.86176.47157.84136.5195.7960.7420.7339.12101.92134.70196.12220.17241.05262.53274.33405.05336.09357.89354.43409.09381.06367.02380.45399.24394.49cili④149.29137.11127.78120.36114.31109.26104.99101.3398.1495.3692.9292.7990.9289.2487.7386.3785.1484.0383.0382.1381.3280.5979.9479.36125.27315.97316.02315.97306.36306.36306.34306.36306.34414.72364.76364.76364.76281.64281.64281.64281.62314.00313.96535.84482.59160.2895.6829.801.09-49.20144.89252.13441.80651.74923.34446.13432.61421.42421.32445.37439.98457.06434.54360.20378.43367.86384.13800.90784.46808.83606.70529.96114.2656.7442.111.351.351.351.351.351.351.351.351.351.351.351.351.351.351.351.351.351.351.351.351.351.351.351.351.351.351.351.351.351.351.351.35723.39651.49216.38129.1740.221.48-66.42195.60340.38596.43879.841246.51602.27584.02568.92568.78601.25593.97617.03586.63486.28510.88496.61518.581081.221059.011091.92819.04715.44154.2576.6056.851937.701959.091229.99876.98529.91188.87-149.530.00135.51-168.4577.34278.20505.00580.18648.30715.35775.07838.92843.14840.59843.93728.53610.85480.47389.86508.91595.35686.26658.42384.93-52.80-420.23388.03357.62380.16287.03192.03150.6578.1434.3559.78107.90228.17513.44280.26271.76261.33261.27283.91280.47347.62330.49345.83358.73372.54384.84537.52514.74528.22440.73422.68356.44261.3069.66313.98313.98189.23189.22189.23189.23189.2325.74585.63402.91397.10484.20246.83246.89240.54240.58253.48253.48271.97271.93255.84255.80254.45254.40429.26457.84457.84389.03347.41235.54235.54235.54滑坡推力Ei(kN/m)Ei=①+②-③-④-88.2019.42118.17285.18462.48633.04784.01911.761026.221104.201145.991178.151187.501167.841121.861053.29967.11863.75748.02625.18497.15367.59246.63137.10-1.38-233.74-101.79-32.8210.5559.97143.14261.00397.96640.52995.571366.391730.121705.261773.761822.081889.731907.481937.70稳定系数计算1.2607584.556018.131.2601.35214405.7110656.521.3521959.091938.98876.98529.91188.87-149.53-333.79135.51-169.5285.61331.91527.08580.18645.55715.35782.28838.92898.94840.59824.79728.53624.88480.47359.81504.30595.35701.21675.55603.77-52.80-420.23-248.351.39815583.7511146.901.398
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