24-24垃圾堆體穩(wěn)定計(jì)算書(shū)

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@|]24-24剖面垃圾堆體穩(wěn)定性分析輸入數(shù)據(jù)項(xiàng)目信息日期:2024/8/3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]xzxzxz10.00135.4518.59135.0122.88134.4924.83132.5333.04132.5338.36129.6042.48128.4553.70121.4562.15114.4575.70106.4586.20101.4587.19101.45297.64101.45301.6499.45304.6499.45324.6489.45327.6489.45357.6479.45360.6479.45390.6469.45393.6469.45418.6459.45421.6459.45446.6449.45449.6449.45452.6449.45456.5241.69472.3442.90492.7541.57498.3236.45510.1433.1520.00124.601.05124.592.11124.583.16124.574.21124.555.26124.536.31124.507.36124.458.41124.419.46124.3710.51124.3511.57124.3512.64124.3813.71124.4314.77124.4815.84124.4916.89124.4517.92124.3418.92124.1219.90123.8020.86123.3921.81122.9122.75122.4023.68121.8724.61121.3425.55120.8426.49120.3727.44119.9128.39119.4729.35119.0430.31118.6231.27118.2032.23117.7733.19117.3534.15116.9135.11116.4636.06116.0037.00115.5337.93115.0438.85114.5239.75113.9940.65113.4441.55112.8942.44112.3443.34111.7944.24111.2445.15110.7146.07110.1946.99109.6747.91109.1748.84108.6849.77108.1950.72107.7251.66107.2652.61106.8153.57106.3754.53105.9355.49105.5156.46105.1057.44104.7058.41104.3159.40103.9460.39103.5961.39103.2662.40102.9563.41102.6664.43102.3765.44102.0766.43101.7467.41101.3668.37100.9369.32100.4870.27100.0171.2199.5472.1799.1073.1498.7174.1398.3575.1398.0276.1497.7277.1697.4478.1897.1679.2096.8980.2196.6281.2396.3582.2496.0783.2695.7984.2795.5085.2895.2086.2994.8887.3094.5788.3194.2689.3293.9790.3493.7091.3693.4692.3993.2793.4393.1394.4893.0395.5392.9696.5892.8997.6392.8298.6892.7499.7392.63100.7792.50101.8192.35102.8592.19103.9092.03104.9491.86105.9891.68107.0291.49108.0591.27109.0791.02110.0890.72111.0790.37112.0489.98113.0089.55113.9589.10114.9088.64115.8688.20116.8387.77117.8187.37118.8087.01119.8086.68120.8186.38121.8286.11122.8585.88123.8885.68124.9285.51125.9685.36127.0185.21128.0585.06129.0984.91130.1384.75131.1784.58132.2184.41133.2584.24134.2884.06135.3283.89136.3683.72137.4083.56138.4483.39139.4883.22140.5283.06141.5682.89142.6082.72143.6482.55144.6882.38145.7182.22146.7582.05147.7981.89148.8381.73149.8781.57150.9181.40151.9581.24152.9981.07154.0380.90155.0780.72156.1180.54157.1480.35158.1880.16159.2179.96160.2579.77161.2879.58162.3279.40163.3579.22164.3979.05165.4278.87166.4678.68167.4978.47168.5378.23169.5677.97170.6077.71171.6377.48172.6777.30173.7077.21174.7477.21175.7777.33176.8177.51177.8477.73178.8877.96179.9378.15180.9778.30182.0278.39183.0778.44184.1278.47185.1878.48186.2378.48187.2978.48188.3478.48189.3978.47190.4578.45191.5078.40192.5478.33193.5978.22194.6478.10195.6877.95196.7277.79197.7677.62198.8077.46199.8477.29200.8877.12201.9176.95202.9576.79204.0076.63205.0476.47206.0976.30207.1376.12208.1775.92209.1975.68210.2075.41211.2075.08212.1774.69213.1374.25214.0873.79215.0273.32215.9672.85216.9272.40217.8871.98218.8671.59219.8471.21220.8270.84221.8170.47222.7970.07223.7769.65224.7469.22225.7168.78226.6968.35227.6767.93228.6567.54229.6467.18230.6366.87231.6466.60232.6666.40233.7066.26234.7566.18235.8066.13236.8666.08237.9166.00238.9565.86239.9865.64241.0065.35242.0065.03243.0164.72244.0364.43245.0564.21246.0964.07247.1364.01248.1963.98249.2563.96250.3063.92251.3563.82252.3963.65253.4263.44254.4563.21255.4862.99256.5262.81257.5662.70258.6162.65259.6762.65260.7262.65261.7862.63262.8362.55263.8762.40264.9062.17265.9361.92266.9561.67267.9961.46269.0261.34270.0761.32271.1261.37272.1861.45273.2461.51274.2961.49275.3361.34276.3761.04277.4060.63278.4260.15279.4359.66280.4359.19281.4358.78282.4258.50283.4158.37284.3958.44285.3658.76286.3459.26287.3059.86288.2660.48289.2061.01290.1261.39291.0361.52291.9261.35292.8060.93293.6860.33294.5559.61295.4458.85296.3458.12297.2657.47298.2156.93299.1756.50300.1556.12301.1455.79302.1355.47303.1155.14304.1054.78305.0754.39306.0453.98307.0153.56307.9853.14308.9552.71309.9252.30310.8951.89311.8651.49312.8351.09313.8150.70314.7850.30315.7649.90316.7349.50317.7049.10318.6748.70319.6548.29320.6247.89321.5947.48322.5647.07323.5346.67324.5046.26325.4845.86326.4545.47327.4345.07328.4044.69329.3844.30330.3543.90331.3243.50332.2943.08333.2642.64334.2142.18335.1741.71336.1341.24337.0940.78338.0540.35339.0239.94340.0039.58341.0039.27342.0139.02343.0438.84344.0838.71345.1338.63346.1838.58347.2438.53348.3038.48349.3538.41350.4038.32351.4538.23352.5038.13353.5438.03354.5937.93355.6437.84356.6937.75357.7437.66358.7937.57359.8337.49360.8837.40361.9337.31362.9837.22364.0337.13365.0837.04366.1336.95367.1836.86368.2236.77369.2736.68370.3236.59371.3736.50372.4236.41373.4736.32374.5236.23375.5736.15376.6136.06377.6635.97378.7135.88379.7635.79380.8135.70381.8635.61382.9135.52383.9535.43385.0035.34386.0535.25387.1035.16388.1535.07389.2034.983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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=1.50°黏聚力:cef=25.00kPa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(chēng)圖例γ[kN/m3]1剛性材料編號(hào)124.00地下水地下水類(lèi)型:無(wú)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=403.81[m]角度:α1=-47.80[°]z=248.35[m]α2=19.77[°]半徑:R=218.70[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]110.16139.4983.18101.87245.63137.9930.66125.42352.64128.9843.14119.28465.51122.2554.62114.73577.79113.9366.11108.796310.9996.47433.3754.297309.8095.88326.8387.568327.8288.35412.5860.63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=36080.64kN/m滑面上抗滑力的總和:Fp=58401.15kN/m下滑力矩:Ma=7890836.43kNm/m抗滑力矩:Mp=12772330.91kNm/m安全系數(shù)=1.62>1.35邊坡穩(wěn)定性滿(mǎn)足要求力(詳細(xì)結(jié)果)穩(wěn)定性系數(shù)Fs=1.619半徑R=218.70m條塊

1:L1=12.42mα1=-18.15°c1=5.00kPaφ1=26.00°

推力和彎矩:W1=477.71kN/mM1,W=-32525.02kNm/m

抗力和彎矩:N1=571.75kN/mT1=210.64kN/mM1,T=46067.31kNm/m條塊

2:L2=12.21mα2=-14.92°c2=43.00kPaφ2=20.80°

推力和彎矩:W2=1346.00kN/mM2,W=-75759.14kNm/m

抗力和彎矩:N2=1578.07kN/mT2=694.76kN/mM2,T=151944.64kNm/m條塊

3:L3=12.05mα3=-11.74°c3=100.00kPaφ3=13.00°

推力和彎矩:W3=4112.40kN/mM3,W=-182938.53kNm/m

抗力和彎矩:N3=4488.07kN/mT3=1384.74kN/mM3,T=302843.56kNm/m條塊

4:L4=11.93mα4=-8.60°c4=100.00kPaφ4=13.00°

推力和彎矩:W4=5177.82kN/mM4,W=-169234.21kNm/m

抗力和彎矩:N4=5466.05kN/mT4=1516.94kN/mM4,T=331755.65kNm/m條塊

5:L5=11.85mα5=-5.48°c5=100.00kPaφ5=13.00°

推力和彎矩:W5=6687.75kN/mM5,W=-139668.44kNm/m

抗力和彎矩:N5=6882.97kN/mT5=1714.11kN/mM5,T=374874.78kNm/m條塊

6:L6=11.81mα6=-2.38°c6=100.00kPaφ6=13.00°

推力和彎矩:W6=7730.43kN/mM6,W=-70223.56kNm/m

抗力和彎矩:N6=7813.81kN/mT6=1844.15kN/mM6,T=403316.41kNm/m條塊

7:L7=11.80mα7=0.71°c7=100.00kPaφ7=13.00°

推力和彎矩:W7=8854.40kN/mM7,W=24049.90kNm/m

抗力和彎矩:N7=8830.37kN/mT7=1988.57kN/mM7,T=434901.19kNm/m條塊

8:L8=11.83mα8=3.81°c8=100.00kPaφ8=13.00°

推力和彎矩:W8=9645.74kN/mM8,W=140020.93kNm/m

抗力和彎矩:N8=9528.02kN/mT8=2089.64kN/mM8,T=457003.59kNm/m條塊

9:L9=11.89mα9=6.91°c9=100.00kPaφ9=13.00°

推力和彎矩:W9=10228.40kN/mM9,W=269176.21kNm/m

抗力和彎矩:N9=10040.62kN/mT9=2166.48kN/mM9,T=473808.87kNm/m條塊

10:L10=11.98mα10=10.04°c10=100.00kPaφ10=13.00°

推力和彎矩:W10=10692.82kN/mM10,W=407575.34kNm/m

抗力和彎矩:N10=10463.79kN/mT10=2232.84kN/mM10,T=488321.13kNm/m條塊

11:L11=12.12mα11=13.20°c11=100.00kPaφ11=13.00°

推力和彎矩:W11=10741.92kN/mM11,W=536203.82kNm/m

抗力和彎矩:N11=10506.33kN/mT11=2247.34kN/mM11,T=491494.00kNm/m條塊

12:L12=12.30mα12=16.40°c12=100.00kPaφ12=13.00°

推力和彎矩:W12=10809.42kN/mM12,W=667126.08kNm/m

抗力和彎矩:N12=10599.23kN/mT12=2271.73kN/mM12,T=496826.42kNm/m條塊

13:L13=12.53mα13=19.65°c13=100.00kPaφ13=13.00°

推力和彎矩:W13=10860.51kN/mM13,W=798435.71kNm/m

抗力和彎矩:N13=10710.25kN/mT13=2301.74kN/mM13,T=503389.47kNm/m條塊

14:L14=12.82mα14=22.97°c14=100.00kPaφ14=13.00°

推力和彎矩:W14=10778.07kN/mM14,W=919558.41kNm/m

抗力和彎矩:N14=10722.49kN/mT14=2321.19kN/mM14,T=507644.07kNm/m條塊

15:L15=13.17mα15=26.38°c15=100.00kPaφ15=13.00°

推力和彎矩:W15=10810.55kN/mM15,W=1049895.35kNm/m

抗力和彎矩:N15=10892.80kN/mT15=2367.40kN/mM15,T=517750.72kNm/m條塊

16:L16=13.61mα16=29.89°c16=91.34kPaφ16=14.06°

推力和彎矩:W16=10024.15kN/mM16,W=1091809.60kNm/m

抗力和彎矩:N16=10211.92kN/mT16=2348.48kN/mM16,T=513612.69kNm/m條塊

17:L17=14.15mα17=33.52°c17=5.00kPaφ17=26.00°

推力和彎矩:W17=8337.35kN/mM17,W=1006469.09kNm/m

抗力和彎矩:N17=8312.56kN/mT17=2548.50kN/mM17,T=557357.33kNm/m條塊

18:L18=14.84mα18=37.32°c18=5.00kPaφ18=26.00°

推力和彎矩:W18=6353.33kN/mM18,W=841932.59kNm/m

抗力和彎矩:N18=6468.26kN/mT18=1994.88kN/mM18,T=436280.67kNm/m條塊

19:L19=15.71mα19=41.32°c19=5.00kPaφ19=26.00°

推力和彎矩:W19=4067.42kN/mM19,W=587003.25kNm/m

抗力和彎矩:N19=4247.95kN/mT19=1328.55kN/mM19,T=290553.89kNm/m條塊

20:L20=16.86mα20=45.59°c20=5.00kPaφ20=26.00°

推力和彎矩:W20=1421.54kN/mM20,W=221929.03kNm/m

抗力和彎矩:N20=1512.90kN/mT20=507.96kN/mM20,T=111091.72kNm/mΣMact=7890836.43kNm/mFs*ΣMpas=12772330.91kNm/m名稱(chēng):分析工況階段-分析工況:1-1分析2圓弧滑動(dòng)面滑動(dòng)面參數(shù)圓心:x=459.34[m]角度:α1=-34.39[°]z=347.79[m]α2=-2.49[°]半徑:R=298.52[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]110.16139.4983.18101.87245.63137.9930.66125.42352.64128.9843.14119.28465.51122.2554.62114.73577.79113.9366.11108.796310.9996.47433.3754.297309.8095.88326.8387.568327.8288.35412.5860.63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=8730.21kN/m滑面上抗滑力的總和:Fp=14107.04kN/m下滑力矩:Ma=2606143.24kNm/m抗滑力矩:Mp=4211232.96kNm/m安全系數(shù)=1.62>1.35邊坡穩(wěn)定性滿(mǎn)足要求力(詳細(xì)結(jié)果)穩(wěn)定性系數(shù)Fs=1.616半徑R=298.52m條塊

1:L1=7.80mα1=3.23°c1=5.00kPaφ1=26.00°

推力和彎矩:W1=207.89kN/mM1,W=3501.86kNm/m

抗力和彎矩:N1=203.39kN/mT1=85.51kN/mM1,T=25527.26kNm/m條塊

2:L2=7.81mα2=4.73°c2=5.00kPaφ2=26.00°

推力和彎矩:W2=608.08kN/mM2,W=14975.37kNm/m

抗力和彎矩:N2=593.33kN/mT2=203.25kN/mM2,T=60675.19kNm/m條塊

3:L3=7.83mα3=6.23°c3=5.00kPaφ3=26.00°

推力和彎矩:W3=976.34kN/mM3,W=31643.81kNm/m

抗力和彎矩:N3=948.24kN/mT3=310.44kN/mM3,T=92672.40kNm/m條塊

4:L4=7.85mα4=7.74°c4=5.00kPaφ4=26.00°

推力和彎矩:W4=1195.20kN/mM4,W=48039.49kNm/m

抗力和彎矩:N4=1155.49kN/mT4=373.07kN/mM4,T=111369.58kNm/m條塊

5:L5=7.89mα5=9.25°c5=5.00kPaφ5=26.00°

推力和彎矩:W5=1429.42kN/mM5,W=68578.86kNm/m

抗力和彎矩:N5=1376.61kN/mT5=439.91kN/mM5,T=131322.21kNm/m條塊

6:L6=7.92mα6=10.77°c6=5.00kPaφ6=26.00°

推力和彎矩:W6=1700.05kN/mM6,W=94794.22kNm/m

抗力和彎矩:N6=1632.17kN/mT6=517.16kN/mM6,T=154383.14kNm/m條塊

7:L7=7.97mα7=12.29°c7=5.00kPaφ7=26.00°

推力和彎矩:W7=1926.01kN/mM7,W=122384.08kNm/m

抗力和彎矩:N7=1844.52kN/mT7=581.39kN/mM7,T=173556.78kNm/m條塊

8:L8=8.02mα8=13.82°c8=5.00kPaφ8=26.00°

推力和彎矩:W8=1932.13kN/mM8,W=137811.29kNm/m

抗力和彎矩:N8=1846.52kN/mT8=582.15kN/mM8,T=173782.67kNm/m條塊

9:L9=8.07mα9=15.37°c9=5.00kPaφ9=26.00°

推力和彎矩:W9=2015.49kN/mM9,W=159443.75kNm/m

抗力和彎矩:N9=1923.78kN/mT9=605.64kN/mM9,T=180795.82kNm/m條塊

10:L10=8.14mα10=16.92°c10=5.00kPaφ10=26.00°

推力和彎矩:W10=2068.37kN/mM10,W=179724.60kNm/m

抗力和彎矩:N10=1973.12kN/mT10=620.73kN/mM10,T=185300.91kNm/m條塊

11:L11=8.21mα11=18.49°c11=5.00kPaφ11=26.00°

推力和彎矩:W11=2085.50kN/mM11,W=197445.46kNm/m

抗力和彎矩:N11=1989.70kN/mT11=625.96kN/mM11,T=186860.76kNm/m條塊

12:L12=8.29mα12=20.08°c12=5.00kPaφ12=26.00°

推力和彎矩:W12=1942.30kN/mM12,W=199004.86kNm/m

抗力和彎矩:N12=1854.06kN/mT12=585.26kN/mM12,T=174712.30kNm/m條塊

13:L13=8.38mα13=21.67°c13=5.00kPaφ13=26.00°

推力和彎矩:W13=1851.37kN/mM13,W=204097.60kNm/m

抗力和彎矩:N13=1769.64kN/mT13=560.06kN/mM13,T=167188.14kNm/m條塊

14:L14=8.47mα14=23.29°c14=5.00kPaφ14=26.00°

推力和彎矩:W14=1753.51kN/mM14,W=206957.33kNm/m

抗力和彎矩:N14=1679.57kN/mT14=533.17kN/mM14,T=159162.91kNm/m條塊

15:L15=8.58mα15=24.93°c15=5.00kPaφ15=26.00°

推力和彎矩:W15=1615.12kN/mM15,W=203194.59kNm/m

抗力和彎矩:N15=1551.11kN/mT15=494.74kN/mM15,T=147688.83kNm/m條塊

16:L16=8.70mα16=26.59°c16=5.00kPaφ16=26.00°

推力和彎矩:W16=1361.39kN/mM16,W=181869.02kNm/m

抗力和彎矩:N16=1310.87kN/mT16=422.60kN/mM16,T=126154.25kNm/m條塊

17:L17=8.84mα17=28.27°c17=5.00kPaφ17=26.00°

推力和彎矩:W17=1226.54kN/mM17,W=173400.69kNm/m

抗力和彎矩:N17=1185.52kN/mT17=385.18kN/mM17,T=114982.69kNm/m條塊

18:L18=8.99mα18=29.98°c18=5.00kPaφ18=26.00°

推力和彎矩:W18=1157.12kN/mM18,W=172591.95kNm/m

抗力和彎矩:N18=1124.09kN/mT18=367.09kN/mM18,T=109584.84kNm/m條塊

19:L19=9.15mα19=31.72°c19=5.00kPaφ19=26.00°

推力和彎矩:W19=900.14kN/mM19,W=141267.22kNm/m

抗力和彎矩:N19=877.08kN/mT19=293.05kN/mM19,T=87480.12kNm/m條塊

20:L20=9.33mα20=33.50°c20=5.00kPaφ20=26.00°

推力和彎矩:W20=397.13kN/mM20,W=65417.18kNm/m

抗力和彎矩:N20=381.00kN/mT20=143.88kN/mM20,T=42950.98kNm/mΣMact=2606143.24kNm/mFs*ΣMpas=4211232.96kNm/m名稱(chēng):分析工況階段-分析工況:1-2分析3折線滑動(dòng)面滑動(dòng)面坐標(biāo)點(diǎn)[m]xzxzxzxzxz86.77101.4586.79101.4493.0198.2897.4996.00103.2893.64106.6292.44114.6489.78123.6086.82133.6684.92140.0183.87151.4681.77155.3281.39158.9580.72170.2878.73177.8978.73189.5081.60197.5380.43208.3478.73221.8073.00233.2968.28242.9965.69262.5763.33276.1262.11279.6761.72284.6959.69291.0162.49299.0157.69313.1657.09319.4056.70330.2954.67342.1154.26354.1152.76382.1749.63391.5444.70431.2142.14445.8141.84493.5240.86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=7.52>1.35滿(mǎn)足要求斯賓塞法(Spencer):FS=7.19>1.35滿(mǎn)足要求簡(jiǎn)布法(Janbu):FS=7.23>1.35滿(mǎn)足要求摩根斯坦法(Morgenstern-Price):FS=7.23>1.35滿(mǎn)足要求俄羅斯法(Shachunyanc):FS=6.74>1.35滿(mǎn)足要求不平衡推力法(隱式):FS=11.30>1.35滿(mǎn)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=12.80>1.35滿(mǎn)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(chēng):分析工況階段-分析工況:1-3分析4圓弧滑動(dòng)面滑動(dòng)面參數(shù)圓心:x=566.71[m]角度:α1=-14.72[°]z=1927.75[m]α2=-3.36[°]半徑:R=1888.31[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=26477.64kN/m滑面上抗滑力的總和:Fp=187401.56kN/m下滑力矩:Ma=49998001.20kNm/m抗滑力矩:Mp=353872245.34kNm/m安全系數(shù)=7.08>1.35邊坡穩(wěn)定性滿(mǎn)足要求力(詳細(xì)結(jié)果)穩(wěn)定性系數(shù)Fs=7.078半徑R=1888.31m條塊

1:L1=18.50mα1=3.64°c1=5456.82kPaφ1=60.36°

推力和彎矩:W1=2539.09kN/mM1,W=304487.64kNm/m

抗力和彎矩:N1=1611.49kN/mT1=14657.54kN/mM1,T=27677970.04kNm/m條塊

2:L2=18.51mα2=4.20°c2=5.00kPaφ2=26.00°

推力和彎矩:W2=4493.42kN/mM2,W=621809.82kNm/m

抗力和彎矩:N2=4481.88kN/mT2=321.93kN/mM2,T=607899.98kNm/m條塊

3:L3=18.53mα3=4.76°c3=5.00kPaφ3=26.00°

推力和彎矩:W3=6266.44kN/mM3,W=982859.53kNm/m

抗力和彎矩:N3=6251.17kN/mT3=443.86kN/mM3,T=838148.85kNm/m條塊

4:L4=18.54mα4=5.33°c4=4.97kPaφ4=25.87°

推力和彎矩:W4=8102.04kN/mM4,W=1420348.29kNm/m

抗力和彎矩:N4=8084.32kN/mT4=566.93kN/