23-23垃圾堆體穩(wěn)定計(jì)算書

PAGE1[GEO5-土質(zhì)邊坡穩(wěn)定分析|版本5.2022.24.0|Key1/1|GEO|Copyright?2022Finespol.sr.o.AllRightsReserved|][南京庫(kù)侖軟件技術(shù)有限公司hotline@|]23-23垃圾堆體穩(wěn)定性分析輸入數(shù)據(jù)項(xiàng)目信息日期:2024/9/7分析設(shè)置中國(guó)-國(guó)家標(biāo)準(zhǔn)（GB）穩(wěn)定性分析驗(yàn)算方法:中國(guó)規(guī)范地震荷載分析:GB50330-2013中國(guó)建筑邊坡工程技術(shù)規(guī)范安全系數(shù)持久設(shè)計(jì)狀況折線滑面的安全系數(shù):SFpolyg=1.35[–]圓弧滑面的安全系數(shù):SFcirc=1.35[–]多段線編號(hào)多段線位置多段線上點(diǎn)坐標(biāo)[m]xzxzxz10.00138.3513.56138.0117.55131.6726.01131.6728.15130.2235.08124.0041.77119.0050.06114.0060.64109.0067.74105.0083.59104.00258.23104.00258.74104.00286.55104.00290.55102.00293.55102.00313.5592.00316.5592.00346.5582.00349.5582.00379.5572.00382.5572.00407.5562.00410.5562.00434.7752.32435.5552.00438.5552.00441.5552.00443.7747.56445.6046.80449.1446.25455.5744.66461.2243.26474.7341.00481.7640.00492.7739.00506.0636.0020.00127.984.38128.287.63128.0810.86127.6814.11127.6317.37127.6721.70126.9923.20127.0725.96128.1028.15128.7229.78128.2433.08125.0435.54122.5040.15119.2145.34115.8752.15112.0157.00110.0962.65106.8566.56105.0171.71103.2577.81100.9786.0697.8793.1195.41101.5593.38114.2090.27130.0286.40140.5583.76152.2781.50158.6780.16160.8179.81161.5979.74165.1379.88171.6180.63175.9680.97180.6380.87187.8179.77192.4479.16196.2177.82199.3176.74203.4575.41205.2874.31208.6671.53211.4669.95214.6269.13219.0968.85224.5669.10231.0569.50237.5569.88246.2270.39257.0671.03266.8171.57272.2472.07275.4972.17280.8371.30286.1670.25294.0468.80303.2467.10313.9165.08319.2564.09321.4063.83327.9063.34336.4062.60348.4661.63360.3560.63367.9660.18371.1959.76381.6556.91393.1853.79402.6251.25411.9348.27416.2846.85419.2146.27422.5045.99425.8045.80428.8144.81431.4842.89433.3541.5930.00125.717.23125.6712.33125.4615.31124.8218.23123.3021.05121.4422.18121.1323.69121.2626.97124.0728.65124.7930.41124.2734.15121.4138.57118.8744.85115.5552.15111.5061.02106.6168.21102.6579.8996.2192.1489.48101.3186.56113.0282.78123.7779.33139.4074.32144.3072.80154.4571.30164.5969.72176.7667.84190.9565.64202.1063.92214.2762.06217.3161.50220.4561.08231.6261.70241.8762.26254.1662.93262.4563.39269.5363.83274.6664.21276.6964.07288.6961.29298.7059.02306.7057.21315.6955.09320.7254.08332.1252.80344.1251.44354.3650.27366.5948.87375.7447.61383.1946.33395.1944.31407.1942.29416.2440.77420.2239.94424.3839.82426.4339.74429.3038.97431.0937.99431.9737.43435.6335.25438.5934.27441.7834.38444.8635.23445.6035.15446.4834.58448.4031.92449.9130.70452.7930.88456.8233.56459.2236.17461.2237.75463.3837.83466.6436.91470.6936.07479.2234.86486.9234.05493.0333.35498.9532.13506.0630.554258.23104.00273.5691.06286.3283.82297.4078.64306.0776.005258.74104.00273.7191.30286.4484.02297.4878.92306.1876.30320.2873.97336.3369.43359.4064.36371.2260.87395.9854.47413.2452.97434.7752.32683.59104.0092.1499.98107.2294.00123.3489.00140.1384.00143.5983.57157.8481.00165.1881.00177.6684.00196.0681.00209.9374.00220.4570.58230.2570.00248.6071.00276.0474.65306.0776.00320.1273.67336.3569.00359.4064.00371.1960.56396.0754.00413.2049.00417.6947.00421.8246.72424.3947.00431.0048.00436.6748.247396.0754.00413.2952.45435.5552.008431.4737.85433.3541.59433.5542.00436.6748.24438.5552.009436.6748.24441.6248.45443.7747.5610443.7747.56447.3140.4711431.4737.85447.8139.48447.9339.56455.5744.6612433.3541.59433.8241.33435.2240.79436.2640.56437.3440.45438.4540.46439.5740.59440.7240.82441.8541.14443.0341.54444.1441.88445.1742.00445.8241.88446.8541.10447.3140.47447.5340.18447.9339.5613447.9339.56448.1739.18448.8238.24449.2937.74450.3437.18451.2237.10452.1837.27453.1937.62454.2638.11455.3638.69456.4939.32457.6439.93458.7940.49459.9440.94461.2241.25462.1841.32463.2741.25464.3341.05465.3940.77466.4540.47467.2240.25468.5739.95469.6339.75470.7139.59471.7839.44473.2239.25473.9339.15475.0138.99476.0838.83477.1538.66478.2338.50479.2238.36480.3838.20481.4538.07482.5337.94483.6137.83485.2237.68485.7837.64486.8637.55487.9437.47489.0237.38490.1037.27491.2237.14492.2536.98493.3236.80494.3936.59495.4536.38496.5236.15497.2235.99498.6435.68499.7035.45500.7635.21501.8234.98502.8834.75503.9434.51505.0034.28506.0634.0514447.3140.47447.8139.48150.000.00506.060.00巖土材料參數(shù)-有效應(yīng)力狀態(tài)編號(hào)名稱圖例φefcefγ[°][kPa][kN/m3]1素填土25.001.5020.502粉質(zhì)黏土10.0014.2620.003碎石土26.005.0019.504建筑垃圾分界面24.704.7520.505素填土與基巖截面23.751.4220.506碎石土與基巖截面24.704.7519.507粉質(zhì)黏土與基巖截面9.5012.4520.00巖土材料參數(shù)-浮重度編號(hào)名稱圖例γsatγsn[kN/m3][kN/m3][–]1素填土21.002粉質(zhì)黏土20.803碎石土20.504建筑垃圾分界面21.005素填土與基巖截面21.006碎石土與基巖截面20.507粉質(zhì)黏土與基巖截面20.80巖土材料參數(shù)-總應(yīng)力狀態(tài)φcu,ccu編號(hào)名稱圖例φcuccuγ[°][kPa][kN/m3]1強(qiáng)風(fēng)化泥灰?guī)r13.00100.0025.102中風(fēng)化泥灰?guī)r27.00200.0025.303強(qiáng)風(fēng)化泥巖12.0075.0023.804中風(fēng)化泥巖26.00154.0024.305建筑垃圾26.005.0020.006回填土25.0015.0019.00巖土材料參數(shù)素填土天然重度:γ=20.50kN/m3應(yīng)力狀態(tài):有效應(yīng)力內(nèi)摩擦角:φef=25.00°黏聚力:cef=1.50kPa飽和重度:γsat=21.00kN/m3

粉質(zhì)黏土天然重度:γ=20.00kN/m3應(yīng)力狀態(tài):有效應(yīng)力內(nèi)摩擦角:φef=10.00°黏聚力:cef=14.26kPa飽和重度:γsat=20.80kN/m3

碎石土天然重度:γ=19.50kN/m3應(yīng)力狀態(tài):有效應(yīng)力內(nèi)摩擦角:φef=26.00°黏聚力:cef=5.00kPa飽和重度:γsat=20.50kN/m3

強(qiáng)風(fēng)化泥灰?guī)r天然重度:γ=25.10kN/m3應(yīng)力狀態(tài):總應(yīng)力φcu,ccu內(nèi)摩擦角:φcu=13.00°黏聚力:ccu=100.00kPa

中風(fēng)化泥灰?guī)r天然重度:γ=25.30kN/m3應(yīng)力狀態(tài):總應(yīng)力φcu,ccu內(nèi)摩擦角:φcu=27.00°黏聚力:ccu=200.00kPa

強(qiáng)風(fēng)化泥巖天然重度:γ=23.80kN/m3應(yīng)力狀態(tài):總應(yīng)力φcu,ccu內(nèi)摩擦角:φcu=12.00°黏聚力:ccu=75.00kPa

中風(fēng)化泥巖天然重度:γ=24.30kN/m3應(yīng)力狀態(tài):總應(yīng)力φcu,ccu內(nèi)摩擦角:φcu=26.00°黏聚力:ccu=154.00kPa

建筑垃圾天然重度:γ=20.00kN/m3應(yīng)力狀態(tài):總應(yīng)力φcu,ccu內(nèi)摩擦角:φcu=26.00°黏聚力:ccu=5.00kPa

回填土天然重度:γ=19.00kN/m3應(yīng)力狀態(tài):總應(yīng)力φcu,ccu內(nèi)摩擦角:φcu=25.00°黏聚力:ccu=15.00kPa

建筑垃圾分界面天然重度:γ=20.50kN/m3應(yīng)力狀態(tài):有效應(yīng)力內(nèi)摩擦角:φef=24.70°黏聚力:cef=4.75kPa飽和重度:γsat=21.00kN/m3

素填土與基巖截面天然重度:γ=20.50kN/m3應(yīng)力狀態(tài):有效應(yīng)力內(nèi)摩擦角:φef=23.75°黏聚力:cef=1.42kPa飽和重度:γsat=21.00kN/m3

碎石土與基巖截面天然重度:γ=19.50kN/m3應(yīng)力狀態(tài):有效應(yīng)力內(nèi)摩擦角:φef=24.70°黏聚力:cef=4.75kPa飽和重度:γsat=20.50kN/m3

粉質(zhì)黏土與基巖截面天然重度:γ=20.00kN/m3應(yīng)力狀態(tài):有效應(yīng)力內(nèi)摩擦角:φef=9.50°黏聚力:cef=12.45kPa飽和重度:γsat=20.80kN/m3

剛性材料編號(hào)名稱圖例γ[kN/m3]1剛性材料編號(hào)123.00指定材料和分區(qū)編號(hào)分區(qū)位置分區(qū)點(diǎn)坐標(biāo)[m]指定xzxz材料192.1499.98107.2294.00建筑垃圾123.3489.00140.1384.00143.5983.57157.8481.00165.1881.00177.6684.00196.0681.00209.9374.00220.4570.58230.2570.00248.6071.00276.0474.65306.0776.00297.4078.64286.3283.82273.5691.06258.23104.0083.59104.002273.7191.30286.4484.02建筑垃圾297.4878.92306.1876.30320.2873.97336.3369.43359.4064.36371.2260.87395.9854.47413.2452.97434.7752.32410.5562.00407.5562.00382.5572.00379.5572.00349.5582.00346.5582.00316.5592.00313.5592.00293.55102.00290.55102.00286.55104.00258.74104.003413.2952.45435.5552.00建筑垃圾分界面434.7752.32413.2452.97395.9854.47371.2260.87359.4064.36336.3369.43320.2873.97306.1876.30297.4878.92286.4484.02273.7191.30258.74104.00258.23104.00273.5691.06286.3283.82297.4078.64306.0776.00320.1273.67336.3569.00359.4064.00371.1960.56396.0754.004441.6248.45443.7747.56剛性材料編號(hào)1441.5552.00438.5552.00436.6748.245438.5552.00435.5552.00建筑垃圾413.2952.45396.0754.00413.2049.00417.6947.00421.8246.72424.3947.00431.0048.00436.6748.246433.5542.00436.6748.24碎石土431.0048.00424.3947.00421.8246.72417.6947.00413.2049.00396.0754.00371.1960.56359.4064.00336.3569.00320.1273.67306.0776.00276.0474.65248.6071.00230.2570.00220.4570.58209.9374.00196.0681.00177.6684.00165.1881.00157.8481.00143.5983.57140.1384.00123.3489.00107.2294.0092.1499.9883.59104.0067.74105.0060.64109.0050.06114.0041.77119.0035.08124.0028.15130.2226.01131.6717.55131.6713.56138.010.00138.350.00127.984.38128.287.63128.0810.86127.6814.11127.6317.37127.6721.70126.9923.20127.0725.96128.1028.15128.7229.78128.2433.08125.0435.54122.5040.15119.2145.34115.8752.15112.0157.00110.0962.65106.8566.56105.0171.71103.2577.81100.9786.0697.8793.1195.41101.5593.38114.2090.27130.0286.40140.5583.76152.2781.50158.6780.16160.8179.81161.5979.74165.1379.88171.6180.63175.9680.97180.6380.87187.8179.77192.4479.16196.2177.82199.3176.74203.4575.41205.2874.31208.6671.53211.4669.95214.6269.13219.0968.85224.5669.10231.0569.50237.5569.88246.2270.39257.0671.03266.8171.57272.2472.07275.4972.17280.8371.30286.1670.25294.0468.80303.2467.10313.9165.08319.2564.09321.4063.83327.9063.34336.4062.60348.4661.63360.3560.63367.9660.18371.1959.76381.6556.91393.1853.79402.6251.25411.9348.27416.2846.85419.2146.27422.5045.99425.8045.80428.8144.81431.4842.89433.3541.597433.8241.33435.2240.79剛性材料編號(hào)1436.2640.56437.3440.45438.4540.46439.5740.59440.7240.82441.8541.14443.0341.54444.1441.88445.1742.00445.8241.88446.8541.10447.3140.47443.7747.56441.6248.45436.6748.24433.5542.00433.3541.598447.5340.18447.9339.56碎石土455.5744.66449.1446.25445.6046.80443.7747.56447.3140.479447.8139.48447.9339.56碎石土447.5340.18447.3140.4710447.3140.47446.8541.10剛性材料編號(hào)1445.8241.88445.1742.00444.1441.88443.0341.54441.8541.14440.7240.82439.5740.59438.4540.46437.3440.45436.2640.56435.2240.79433.8241.33433.3541.59431.4737.85447.8139.4811448.1739.18448.8238.24碎石土449.2937.74450.3437.18451.2237.10452.1837.27453.1937.62454.2638.11455.3638.69456.4939.32457.6439.93458.7940.49459.9440.94461.2241.25462.1841.32463.2741.25464.3341.05465.3940.77466.4540.47467.2240.25468.5739.95469.6339.75470.7139.59471.7839.44473.2239.25473.9339.15475.0138.99476.0838.83477.1538.66478.2338.50479.2238.36480.3838.20481.4538.07482.5337.94483.6137.83485.2237.68485.7837.64486.8637.55487.9437.47489.0237.38490.1037.27491.2237.14492.2536.98493.3236.80494.3936.59495.4536.38496.5236.15497.2235.99498.6435.68499.7035.45500.7635.21501.8234.98502.8834.75503.9434.51505.0034.28506.0634.05506.0636.00492.7739.00481.7640.00474.7341.00461.2243.26455.5744.66447.9339.5612505.0034.28503.9434.51強(qiáng)風(fēng)化泥灰?guī)r502.8834.75501.8234.98500.7635.21499.7035.45498.6435.68497.2235.99496.5236.15495.4536.38494.3936.59493.3236.80492.2536.98491.2237.14490.1037.27489.0237.38487.9437.47486.8637.55485.7837.64485.2237.68483.6137.83482.5337.94481.4538.07480.3838.20479.2238.36478.2338.50477.1538.66476.0838.83475.0138.99473.9339.15473.2239.25471.7839.44470.7139.59469.6339.75468.5739.95467.2240.25466.4540.47465.3940.77464.3341.05463.2741.25462.1841.32461.2241.25459.9440.94458.7940.49457.6439.93456.4939.32455.3638.69454.2638.11453.1937.62452.1837.27451.2237.10450.3437.18449.2937.74448.8238.24448.1739.18447.9339.56447.8139.48431.4737.85433.3541.59431.4842.89428.8144.81425.8045.80422.5045.99419.2146.27416.2846.85411.9348.27402.6251.25393.1853.79381.6556.91371.1959.76367.9660.18360.3560.63348.4661.63336.4062.60327.9063.34321.4063.83319.2564.09313.9165.08303.2467.10294.0468.80286.1670.25280.8371.30275.4972.17272.2472.07266.8171.57257.0671.03246.2270.39237.5569.88231.0569.50224.5669.10219.0968.85214.6269.13211.4669.95208.6671.53205.2874.31203.4575.41199.3176.74196.2177.82192.4479.16187.8179.77180.6380.87175.9680.97171.6180.63165.1379.88161.5979.74160.8179.81158.6780.16152.2781.50140.5583.76130.0286.40114.2090.27101.5593.3893.1195.4186.0697.8777.81100.9771.71103.2566.56105.0162.65106.8557.00110.0952.15112.0145.34115.8740.15119.2135.54122.5033.08125.0429.78128.2428.15128.7225.96128.1023.20127.0721.70126.9917.37127.6714.11127.6310.86127.687.63128.084.38128.280.00127.980.00125.717.23125.6712.33125.4615.31124.8218.23123.3021.05121.4422.18121.1323.69121.2626.97124.0728.65124.7930.41124.2734.15121.4138.57118.8744.85115.5552.15111.5061.02106.6168.21102.6579.8996.2192.1489.48101.3186.56113.0282.78123.7779.33139.4074.32144.3072.80154.4571.30164.5969.72176.7667.84190.9565.64202.1063.92214.2762.06217.3161.50220.4561.08231.6261.70241.8762.26254.1662.93262.4563.39269.5363.83274.6664.21276.6964.07288.6961.29298.7059.02306.7057.21315.6955.09320.7254.08332.1252.80344.1251.44354.3650.27366.5948.87375.7447.61383.1946.33395.1944.31407.1942.29416.2440.77420.2239.94424.3839.82426.4339.74429.3038.97431.0937.99431.9737.43435.6335.25438.5934.27441.7834.38444.8635.23445.6035.15446.4834.58448.4031.92449.9130.70452.7930.88456.8233.56459.2236.17461.2237.75463.3837.83466.6436.91470.6936.07479.2234.86486.9234.05493.0333.35498.9532.13506.0630.55506.0634.0513506.060.00506.0630.55中風(fēng)化泥灰?guī)r498.9532.13493.0333.35486.9234.05479.2234.86470.6936.07466.6436.91463.3837.83461.2237.75459.2236.17456.8233.56452.7930.88449.9130.70448.4031.92446.4834.58445.6035.15444.8635.23441.7834.38438.5934.27435.6335.25431.9737.43431.0937.99429.3038.97426.4339.74424.3839.82420.2239.94416.2440.77407.1942.29395.1944.31383.1946.33375.7447.61366.5948.87354.3650.27344.1251.44332.1252.80320.7254.08315.6955.09306.7057.21298.7059.02288.6961.29276.6964.07274.6664.21269.5363.83262.4563.39254.1662.93241.8762.26231.6261.70220.4561.08217.3161.50214.2762.06202.1063.92190.9565.64176.7667.84164.5969.72154.4571.30144.3072.80139.4074.32123.7779.33113.0282.78101.3186.5692.1489.4879.8996.2168.21102.6561.02106.6152.15111.5044.85115.5538.57118.8734.15121.4130.41124.2728.65124.7926.97124.0723.69121.2622.18121.1321.05121.4418.23123.3015.31124.8212.33125.467.23125.670.00125.710.000.00140.000.000.00-5.00中風(fēng)化泥灰?guī)r506.06-5.00506.060.00地下水地下水類型:無地下水張裂縫未輸入張裂縫。地震荷載不考慮地震工況階段設(shè)置設(shè)計(jì)狀況:持久設(shè)計(jì)狀況結(jié)果(工況階段1)分析1圓弧滑動(dòng)面滑動(dòng)面參數(shù)圓心:x=438.37[m]角度:α1=-36.53[°]z=316.68[m]α2=-0.62[°]半徑:R=264.68[m]自動(dòng)搜索后的滑動(dòng)面滑動(dòng)面分段限制編號(hào)起點(diǎn)第二點(diǎn)x[m]z[m]x[m]z[m]16.59141.5066.42103.64226.89143.4710.58134.02351.54133.6921.06125.07453.84119.1341.19108.97563.03108.9742.72101.88678.83100.60254.64101.8270.00138.3087.9697.108294.9999.44393.6967.25限制圓弧滑面上的點(diǎn)邊坡穩(wěn)定性驗(yàn)算(畢肖普法(Bishop))滑面上下滑力的總和:Fa=9405.91kN/m滑面上抗滑力的總和:Fp=15003.47kN/m下滑力矩:Ma=2489556.77kNm/m抗滑力矩:Mp=3971119.54kNm/m安全系數(shù)=1.60>1.35邊坡穩(wěn)定性滿足要求力(詳細(xì)結(jié)果)穩(wěn)定性系數(shù)Fs=1.595半徑R=264.68m條塊

1:L1=7.74mα1=1.46°c1=4.75kPaφ1=24.70°

推力和彎矩:W1=225.90kN/mM1,W=1519.16kNm/m

抗力和彎矩:N1=223.75kN/mT1=87.56kN/mM1,T=23174.65kNm/m條塊

2:L2=7.75mα2=3.13°c2=4.75kPaφ2=24.70°

推力和彎矩:W2=656.09kN/mM2,W=9486.80kNm/m

抗力和彎矩:N2=645.62kN/mT2=209.23kN/mM2,T=55379.15kNm/m條塊

3:L3=7.76mα3=4.81°c3=4.92kPaφ3=25.61°

推力和彎矩:W3=1050.42kN/mM3,W=23313.41kNm/m

抗力和彎矩:N3=1026.16kN/mT3=332.33kN/mM3,T=87961.03kNm/m條塊

4:L4=7.78mα4=6.49°c4=5.00kPaφ4=26.00°

推力和彎矩:W4=1303.35kN/mM4,W=39008.24kNm/m

抗力和彎矩:N4=1264.97kN/mT4=411.19kN/mM4,T=108832.93kNm/m條塊

5:L5=7.81mα5=8.18°c5=5.00kPaφ5=26.00°

推力和彎矩:W5=1548.94kN/mM5,W=58339.15kNm/m

抗力和彎矩:N5=1495.60kN/mT5=481.80kN/mM5,T=127522.49kNm/m條塊

6:L6=7.85mα6=9.88°c6=5.00kPaφ6=26.00°

推力和彎矩:W6=1837.56kN/mM6,W=83422.76kNm/m

抗力和彎矩:N6=1766.85kN/mT6=564.86kN/mM6,T=149506.13kNm/m條塊

7:L7=7.90mα7=11.58°c7=4.97kPaφ7=25.87°

推力和彎矩:W7=2084.33kN/mM7,W=110747.46kNm/m

抗力和彎矩:N7=1998.11kN/mT7=632.07kN/mM7,T=167295.95kNm/m條塊

8:L8=7.95mα8=13.30°c8=4.75kPaφ8=24.70°

推力和彎矩:W8=2108.41kN/mM8,W=128334.69kNm/m

抗力和彎矩:N8=2023.03kN/mT8=607.01kN/mM8,T=160662.46kNm/m條塊

9:L9=8.01mα9=15.02°c9=4.75kPaφ9=24.70°

推力和彎矩:W9=2194.99kN/mM9,W=150582.55kNm/m

抗力和彎矩:N9=2103.48kN/mT9=630.38kN/mM9,T=166850.29kNm/m條塊

10:L10=8.08mα10=16.77°c10=4.75kPaφ10=24.70°

推力和彎矩:W10=2253.24kN/mM10,W=172006.87kNm/m

抗力和彎矩:N10=2158.52kN/mT10=646.46kN/mM10,T=171105.35kNm/m條塊

11:L11=8.16mα11=18.52°c11=4.95kPaφ11=25.74°

推力和彎矩:W11=2270.40kN/mM11,W=190877.47kNm/m

抗力和彎矩:N11=2166.55kN/mT11=680.16kN/mM11,T=180025.33kNm/m條塊

12:L12=8.25mα12=20.30°c12=5.00kPaφ12=26.00°

推力和彎矩:W12=2140.43kN/mM12,W=196506.73kNm/m

抗力和彎矩:N12=2041.69kN/mT12=650.13kN/mM12,T=172076.68kNm/m條塊

13:L13=8.35mα13=22.09°c13=5.00kPaφ13=26.00°

推力和彎矩:W13=2027.45kN/mM13,W=201816.05kNm/m

抗力和彎矩:N13=1937.07kN/mT13=618.46kN/mM13,T=163694.12kNm/m條塊

14:L14=8.46mα14=23.91°c14=5.00kPaφ14=26.00°

推力和彎矩:W14=1918.10kN/mM14,W=205766.97kNm/m

抗力和彎矩:N14=1837.34kN/mT14=588.32kN/mM14,T=155716.54kNm/m條塊

15:L15=8.59mα15=25.76°c15=5.00kPaφ15=26.00°

推力和彎矩:W15=1762.96kN/mM15,W=202760.16kNm/m

抗力和彎矩:N15=1694.47kN/mT15=545.03kN/mM15,T=144259.83kNm/m條塊

16:L16=8.73mα16=27.63°c16=5.00kPaφ16=26.00°

推力和彎矩:W16=1499.25kN/mM16,W=184026.98kNm/m

抗力和彎矩:N16=1446.42kN/mT16=469.63kN/mM16,T=124302.66kNm/m條塊

17:L17=8.89mα17=29.54°c17=5.00kPaφ17=26.00°

推力和彎矩:W17=1297.79kN/mM17,W=169337.02kNm/m

抗力和彎矩:N17=1257.94kN/mT17=412.50kN/mM17,T=109181.52kNm/m條塊

18:L18=9.07mα18=31.48°c18=5.00kPaφ18=26.00°

推力和彎矩:W18=1190.53kN/mM18,W=164549.90kNm/m

抗力和彎矩:N18=1161.20kN/mT18=383.49kN/mM18,T=101501.60kNm/m條塊

19:L19=9.27mα19=33.47°c19=5.00kPaφ19=26.00°

推力和彎矩:W19=922.06kN/mM19,W=134574.31kNm/m

抗力和彎矩:N19=903.49kN/mT19=305.32kN/mM19,T=80813.10kNm/m條塊

20:L20=9.50mα20=35.50°c20=5.00kPaφ20=26.00°

推力和彎矩:W20=407.20kN/mM20,W=62580.09kNm/m

抗力和彎矩:N20=393.18kN/mT20=150.00kN/mM20,T=39702.94kNm/mΣMact=2489556.77kNm/mFs*ΣMpas=3971119.54kNm/m名稱:分析工況階段-分析工況:1-1分析2折線滑動(dòng)面滑動(dòng)面坐標(biāo)點(diǎn)[m]xzxzxzxzxz258.49104.00273.5991.22286.3183.94297.4278.79306.1276.16320.2173.84330.8570.78336.4869.21344.3067.48354.4465.24359.4164.21366.4062.13373.5960.13380.9558.18390.6655.61396.1754.26406.0353.36413.2452.71422.1852.49435.1352.17給定滑面的分析。邊坡穩(wěn)定性驗(yàn)算(所有方法)薩瑪法(Sarma):FS=1.64>1.35滿足要求斯賓塞法(Spencer):FS=1.67>1.35滿足要求簡(jiǎn)布法(Janbu):FS=1.67>1.35滿足要求摩根斯坦法(Morgenstern-Price):FS=1.65>1.35滿足要求俄羅斯法(Shachunyanc):FS=1.65>1.35滿足要求不平衡推力法(隱式):FS=1.69>1.35滿足要求滑面控制點(diǎn)處傾角變化大于10°，計(jì)算結(jié)果可能偏危險(xiǎn)。不平衡推力法(顯式):FS=1.72>1.35滿足要求滑面控制點(diǎn)處傾角變化大于10°，計(jì)算結(jié)果可能偏危險(xiǎn)。名稱:分析工況階段-分析工況:1-2分析3圓弧滑動(dòng)面滑動(dòng)面參數(shù)圓心:x=447.01[m]角度:α1=-30.85[°]z=419.58[m]α2=-1.85[°]半徑:R=367.60[m]給定滑面的分析。邊坡穩(wěn)定性驗(yàn)算(畢肖普法(Bishop))滑面上下滑力的總和:Fa=12350.40kN/m滑面上抗滑力的總和:Fp=20976.00kN/m下滑力矩:Ma=4540008.18kNm/m抗滑力矩:Mp=7710778.39kNm/m安全系數(shù)=1.70>1.35邊坡穩(wěn)定性滿足要求力(詳細(xì)結(jié)果)穩(wěn)定性系數(shù)Fs=1.698半徑R=367.60m條塊

1:L1=8.84mα1=2.54°c1=4.75kPaφ1=24.70°

推力和彎矩:W1=277.95kN/mM1,W=4529.22kNm/m

抗力和彎矩:N1=273.83kN/mT1=98.88kN/mM1,T=36349.15kNm/m條塊

2:L2=8.85mα2=3.92°c2=5.00kPaφ2=26.00°

推力和彎矩:W2=813.08kN/mM2,W=20430.30kNm/m

抗力和彎矩:N2=797.51kN/mT2=255.08kN/mM2,T=93768.07kNm/m條塊

3:L3=8.87mα3=5.30°c3=5.00kPaφ3=26.00°

推力和彎矩:W3=1296.21kN/mM3,W=44017.98kNm/m

抗力和彎矩:N3=1265.63kN/mT3=389.56kN/mM3,T=143203.71kNm/m條塊

4:L4=8.89mα4=6.69°c4=5.00kPaφ4=26.00°

推力和彎矩:W4=1563.26kN/mM4,W=66893.34kNm/m

抗力和彎矩:N4=1519.74kN/mT4=462.60kN/mM4,T=170052.65kNm/m條塊

5:L5=8.92mα5=8.07°c5=5.00kPaφ5=26.00°

推力和彎矩:W5=1980.83kN/mM5,W=102256.06kNm/m

抗力和彎矩:N5=1918.77kN/mT5=577.28kN/mM5,T=212206.38kNm/m條塊

6:L6=8.95mα6=9.47°c6=4.90kPaφ6=25.48°

推力和彎矩:W6=2364.25kN/mM6,W=142930.75kNm/m

抗力和彎矩:N6=2285.65kN/mT6=667.15kN/mM6,T=245245.20kNm/m條塊

7:L7=8.99mα7=10.87°c7=4.97kPaφ7=25.87°

推力和彎矩:W7=2497.67kN/mM7,W=173055.92kNm/m

抗力和彎矩:N7=2406.34kN/mT7=713.40kN/mM7,T=262244.96kNm/m條塊

8:L8=9.04mα8=12.27°c8=5.00kPaφ8=26.00°

推力和彎矩:W8=2673.31kN/mM8,W=208835.80kNm/m

抗力和彎矩:N8=2569.53