K2+280堆載預(yù)壓+塑料排水板計(jì)算十涌東路

萬頃沙區(qū)塊企業(yè)配套道路項(xiàng)目道路專業(yè)設(shè)計(jì)計(jì)算書計(jì)算內(nèi)容：K2+280堆載預(yù)壓+塑料排水板計(jì)算(十涌東路）計(jì)算書編號(hào)：02一、K2+280堆載預(yù)壓+塑料排水板計(jì)算1、概述利東橫一路西起十涌東路，東至十一涌路，全長(zhǎng)1078.525m，紅線寬15m，項(xiàng)目場(chǎng)地內(nèi)地勢(shì)平坦，場(chǎng)地內(nèi)廣泛分布素填土層<1>、淤泥質(zhì)土<2-1A>、<2-1B>、粉細(xì)砂<2-2>、）粉細(xì)砂<3-1>，軟土埋深較深，K0+030~K0+500擬采用堆載預(yù)壓+塑料排水板加固，K0+500~K1+078擬采用水泥攪拌樁加固。軟基處理標(biāo)準(zhǔn)道路等級(jí)快速路、主干路次干路、支路允許工后變形量≤0.30m≤0.50m經(jīng)計(jì)算，水泥攪拌樁處理的工后沉降為0.004m,＜0.5m，穩(wěn)定性系數(shù)1.994＞1.2，滿足設(shè)計(jì)要求。2、計(jì)算模型及結(jié)果理正軟土地基路堤設(shè)計(jì)軟件計(jì)算項(xiàng)目：簡(jiǎn)單軟土地基路基設(shè)計(jì)1計(jì)算時(shí)間：2021-12-3122:53:52星期五============================================================================原始條件:計(jì)算目標(biāo):計(jì)算沉降、承載力和穩(wěn)定路堤設(shè)計(jì)高度:2.780(m)路堤設(shè)計(jì)頂寬:25.000(m)路堤邊坡坡度:1:1.500工后沉降基準(zhǔn)期結(jié)束時(shí)間:180(月)荷載施加級(jí)數(shù):2序號(hào)起始時(shí)間(月)終止時(shí)間(月) 填土高度(m)是否作穩(wěn)定計(jì)算10.0002.0002.780是22.0008.0000.000是路堤土層數(shù):2超載個(gè)數(shù):1層號(hào)層厚度(m)重度(kN/m3)內(nèi)聚力(kPa)內(nèi)摩擦角(度)11.90018.00017.00030.00020.66024.00017.00030.000超載號(hào)定位距離(m)分布寬度(m)超載值(kPa)沉降計(jì)算是否考慮穩(wěn)定計(jì)算是否考慮17.50010.00012.963是是地基土層數(shù):5地下水埋深:0.700(m)層號(hào)土層厚度重度飽和重度地基承載力快剪C快剪Φ固結(jié)快剪豎向固結(jié)系水平固結(jié)系排水層(m)(kN/m3)(kN/m3)(kPa)(kPa)(度)Φ(度)數(shù)(cm2/s)數(shù)(cm2/s)11.20017.00018.00070.00015.0005.50010.0000.001500.00150否24.60018.50018.500230.00022.00016.00015.0000.001500.00150否39.00019.50020.00050.0008.0005.00015.0000.001500.00150否410.40017.00020.00060.0008.0005.00015.0000.001500.00150否515.00018.50020.000160.00022.00016.00015.0000.001500.00150否層號(hào)e(0)e(50)10.7210.676層號(hào)e(0)e(100)e(200)e(400)20.6500.6300.6200.590層號(hào)e(50)e(100)e(200)e(400)31.0290.9660.8880.79941.2841.2161.1070.94950.7610.7260.6830.626砂墊層砂墊層厚度:0.500(m)砂墊層的重度:20.000(kN/m3)砂墊層的C:0.000(kPa)砂墊層的Φ:32.000(度)加筋處置筋帶計(jì)算方法:筋帶力作用于切向方向筋帶層數(shù):1序號(hào)離地高度(m)設(shè)計(jì)拉力(kN)與土粘結(jié)強(qiáng)度(kPa)橫向布置方式起始位置(m)結(jié)束位置(m)寬度(m)10.00050.00020.000通長(zhǎng)布置---------豎向排水體預(yù)壓排水體布置形式:等邊三角形豎向排水體間距:1.200(m)豎向排水體的長(zhǎng)度:27.200(m)豎向排水體直徑:0.066(m)豎向排水體不考慮井阻承載力計(jì)算參數(shù): 承載力驗(yàn)算公式:p≤γR[fa] 驗(yàn)算點(diǎn)距離中線距離:0.000(m) 承載力抗力系數(shù)γR:1.00 承載力修正公式:[fa]=[fa0]+γ2(h-h0) 基準(zhǔn)深度h0:0.000(m)固結(jié)度計(jì)算參數(shù):地基土層底面:不是排水層固結(jié)度計(jì)算采用方法:微分方程數(shù)值解法多級(jí)加荷固結(jié)度修正時(shí)的荷載增量定義為“填土高*容重”填土-時(shí)間-固結(jié)度輸出位置距離中線距離:0.000(m)填土-時(shí)間-固結(jié)度輸出位置深度:0.000(m)沉降計(jì)算參數(shù):地基總沉降計(jì)算方法:經(jīng)驗(yàn)系數(shù)法主固結(jié)沉降計(jì)算方法:e-p曲線法沉降計(jì)算考慮超載超載產(chǎn)生的地基附加應(yīng)力采用：直接法沉降修正系數(shù):1.200沉降計(jì)算的分層厚度:0.500(m)分層沉降輸出點(diǎn)距中線距離:0.000(m)壓縮層厚度判斷應(yīng)力比=15.000%基底壓力計(jì)算方法:按多層土實(shí)際容重計(jì)算計(jì)算時(shí)考慮彌補(bǔ)地基沉降引起的路堤增高量工后基準(zhǔn)期起算時(shí)間:最后一級(jí)加載(路面施工)結(jié)束時(shí)穩(wěn)定計(jì)算參數(shù):穩(wěn)定計(jì)算方法:有效固結(jié)應(yīng)力法加載與路堤竣工的間隔時(shí)間(月):6穩(wěn)定計(jì)算不考慮地震力穩(wěn)定計(jì)算目標(biāo):自動(dòng)搜索最危險(xiǎn)滑裂面條分法的土條寬度:1.000(m)搜索時(shí)的圓心步長(zhǎng):1.000(m)搜索時(shí)的半徑步長(zhǎng):0.500(m)============================================================================(一)各級(jí)加荷的沉降計(jì)算第1級(jí)加荷，從0.0~2.0月加載開始時(shí)，路基計(jì)算高度=0.000(m)，沉降=0.000(m)加載結(jié)束時(shí)，路基計(jì)算高度=3.259(m)，沉降=0.480(m)第2級(jí)加荷，從2.0~8.0月加載開始時(shí)，路基計(jì)算高度=3.259(m)，沉降=0.480(m)加載結(jié)束時(shí)，路基計(jì)算高度=3.514(m)，沉降=0.735(m)============================================================================(二)路面竣工時(shí)及以后的沉降計(jì)算基準(zhǔn)期開始時(shí)刻:最后一級(jí)加載(路面施工)結(jié)束時(shí)刻考慮沉降影響后，路堤的實(shí)際計(jì)算高度為=3.514(m)路面竣工時(shí),地基沉降=0.735(m)路面竣工后,基準(zhǔn)期內(nèi)的殘余沉降=0.004(m)基準(zhǔn)期結(jié)束時(shí),地基沉降=0.739(m)最終地基總沉降=1.200*0.628=0.753(m)路面竣工時(shí),路基橫斷面各點(diǎn)的沉降(中線為原點(diǎn))坐標(biāo)當(dāng)時(shí)沉降兩點(diǎn)間沉降與路堤中心(m)(m)差(m)沉降差(m)-25.2840.0000.0000.735-23.4780.0000.0000.735-21.6720.0000.0000.735-19.8660.0000.0000.735-18.0600.1990.1990.535-16.2540.3060.1070.428-14.4480.4080.1020.326-12.6420.5100.1020.224-10.8360.5780.0680.156-9.0300.6270.0490.107-7.2240.6610.0330.074-5.4180.6890.0290.045-3.6120.7180.0290.016-1.8060.7310.0120.004-0.0000.7350.0040.0001.8060.731-0.0040.0043.6120.718-0.0120.0165.4180.689-0.0290.0457.2240.661-0.0290.0749.0300.627-0.0330.10710.8360.578-0.0490.15612.6420.510-0.0680.22414.4480.408-0.1020.32616.2540.306-0.1020.42818.0600.199-0.1070.53519.8660.000-0.1990.73521.6720.0000.0000.73523.4780.0000.0000.73525.2840.0000.0000.735路堤竣工時(shí)，由于地基沉降引起路堤填筑面積增量:(1)由各點(diǎn)計(jì)算沉降梯形積分方法得ΔV=20.574(m2)(2)按照《鐵路路基手冊(cè)》方法得Δs=0.735(m)ΔV=17.687(m2)按照《鐵路路基手冊(cè)》方法，路堤頂面單側(cè)加寬量:ΔW=0.019~0.023(m)基準(zhǔn)期結(jié)束時(shí),路基橫斷面各點(diǎn)的沉降(中線為原點(diǎn))坐標(biāo)當(dāng)時(shí)沉降兩點(diǎn)間沉降與路堤中心(m)(m)差(m)沉降差(m)-25.2840.0000.0000.739-23.4780.0000.0000.739-21.6720.0000.0000.739-19.8660.0000.0000.739-18.0600.2000.2000.539-16.2540.3070.1070.432-14.4480.4090.1020.330-12.6420.5110.1020.228-10.8360.5790.0680.160-9.0300.6280.0490.111-7.2240.6620.0340.076-5.4180.6920.0290.047-3.6120.7220.0300.017-1.8060.7350.0130.004-0.0000.7390.0040.0001.8060.735-0.0040.0043.6120.722-0.0130.0175.4180.692-0.0300.0477.2240.662-0.0290.0769.0300.628-0.0340.11110.8360.579-0.0490.16012.6420.511-0.0680.22814.4480.409-0.1020.33016.2540.307-0.1020.43218.0600.200-0.1070.53919.8660.000-0.2000.73921.6720.0000.0000.73923.4780.0000.0000.73925.2840.0000.0000.739路基橫斷面各點(diǎn)的最終沉降(中線為原點(diǎn))坐標(biāo)當(dāng)時(shí)沉降兩點(diǎn)間沉降與路堤中心(m)(m)差(m)沉降差(m)-25.2840.0000.0000.753-23.4780.0000.0000.753-21.6720.0000.0000.753-19.8660.0000.0000.753-18.0600.2000.2000.554-16.2540.3070.1070.447-14.4480.4090.1020.344-12.6420.5110.1020.242-10.8360.5790.0680.174-9.0300.6280.0490.125-7.2240.6660.0380.088-5.4180.6990.0330.054-3.6120.7320.0340.021-1.8060.7490.0170.004-0.0000.7530.0040.0001.8060.749-0.0040.0043.6120.732-0.0170.0215.4180.699-0.0340.0547.2240.666-0.0330.0889.0300.628-0.0380.12510.8360.579-0.0490.17412.6420.511-0.0680.24214.4480.409-0.1020.34416.2540.307-0.1020.44718.0600.200-0.1070.55419.8660.000-0.2000.75321.6720.000-0.0000.75323.4780.000-0.0000.75325.2840.000-0.0000.753路面竣工時(shí),距路基中線0.000(m)處各層的沉降層底深層厚自重應(yīng)力(kPa)附加應(yīng)力全應(yīng)力(kPa)固結(jié)度層最終層當(dāng)前分層主固層累計(jì)主壓縮模沉降經(jīng)(m)(m)(孔隙比)(kPa)(孔隙比)沉降mSc(m)沉降(m)結(jié)沉降(m)固結(jié)沉降(m)量(MPa)驗(yàn)系數(shù)0.5000.5004.3(0.717)82.586.7(0.643)0.99990.02590.02590.02160.02161.911.400(1.100)1.0000.50012.3(0.710)82.594.8(0.636)0.99970.02600.02600.02170.04331.901.400(1.100)1.2000.20015.1(0.707)82.497.5(0.633)0.99950.01040.01040.00870.05201.901.400(1.100)1.7000.50018.0(0.646)82.3100.4(0.630)0.99940.00600.00600.00500.05708.250.906(0.653)2.2000.50022.3(0.646)82.2104.4(0.630)0.99920.00580.00580.00490.06198.460.891(0.645)2.7000.50026.5(0.645)81.9108.4(0.629)0.99900.00570.00570.00470.06668.670.875(0.637)3.2000.50030.8(0.644)81.5112.3(0.629)0.99880.00550.00550.00460.07128.890.858(0.629)3.7000.50035.0(0.643)81.0116.0(0.628)0.99860.00530.00530.00440.07569.120.841(0.621)4.2000.50039.3(0.642)80.5119.8(0.628)0.99840.00520.00520.00430.07999.360.823(0.612)4.7000.50043.5(0.641)79.9123.4(0.628)0.99830.00500.00500.00420.08419.610.804(0.602)5.2000.50047.8(0.640)79.2127.0(0.627)0.99830.00480.00480.00400.08819.890.784(0.592)5.7000.50052.0(0.640)78.5130.5(0.627)0.99820.00460.00460.00390.091910.180.762(0.581)5.8000.10054.6(0.639)78.1132.7(0.627)0.99820.00090.00090.00080.092710.360.748(0.574)6.3000.50057.5(1.020)77.6135.1(0.939)0.99820.02400.02400.02000.11271.941.400(1.100)6.8000.50062.5(1.013)76.9139.4(0.935)0.99810.02320.02320.01940.13211.991.400(1.100)7.3000.50067.5(1.007)76.1143.6(0.932)0.99810.02240.02240.01870.15072.041.400(1.100)7.8000.50072.5(1.001)75.2147.7(0.929)0.99810.02160.02150.01800.16872.091.400(1.100)8.3000.50077.5(0.994)74.4151.9(0.926)0.99800.02070.02070.01730.18602.161.400(1.100)8.8000.50082.5(0.988)73.5156.0(0.922)0.99800.01980.01980.01650.20252.221.400(1.100)9.3000.50087.5(0.982)72.7160.2(0.919)0.99800.01900.01890.01580.21832.301.400(1.100)9.8000.50092.5(0.975)71.8164.3(0.916)0.99800.01810.01810.01510.23342.381.400(1.100)10.3000.50097.5(0.969)70.9168.4(0.913)0.99800.01720.01720.01430.24782.471.400(1.100)10.8000.500102.5(0.964)70.0172.5(0.909)0.99800.01670.01670.01390.26162.521.399(1.099)11.3000.500107.5(0.960)69.1176.6(0.906)0.99800.01650.01650.01370.27542.511.399(1.099)11.8000.500112.5(0.956)68.2180.7(0.903)0.99800.01630.01630.01360.28902.511.399(1.099)12.3000.500117.5(0.952)67.3184.8(0.900)0.99800.01610.01610.01340.30242.501.400(1.100)12.8000.500122.5(0.948)66.4188.9(0.897)0.99800.01590.01590.01330.31572.501.400(1.100)13.3000.500127.5(0.945)65.5193.0(0.893)0.99800.01580.01570.01310.32892.491.400(1.100)13.8000.500132.5(0.941)64.6197.1(0.890)0.99800.01560.01550.01300.34182.491.400(1.100)14.3000.500137.5(0.937)63.7201.2(0.887)0.99800.01530.01520.01270.35452.501.400(1.100)14.8000.500142.5(0.933)62.8205.3(0.886)0.99800.01470.01460.01220.36682.571.395(1.095)15.3000.500147.5(1.164)61.9209.4(1.100)0.99800.01790.01790.01490.38172.071.400(1.100)15.8000.500152.5(1.159)61.0213.5(1.096)0.99800.01740.01730.01450.39622.111.400(1.100)16.3000.500157.5(1.153)60.2217.7(1.093)0.99800.01680.01680.01400.41022.151.400(1.100)16.8000.500162.5(1.148)59.3221.8(1.090)0.99800.01620.01620.01350.42372.191.400(1.100)17.3000.500167.5(1.142)58.5226.0(1.086)0.99800.01570.01560.01310.43672.241.400(1.100)17.8000.500172.5(1.137)57.6230.1(1.083)0.99800.01510.01510.01260.44932.291.400(1.100)18.3000.500177.5(1.132)56.8234.3(1.080)0.99800.01450.01450.01210.46142.351.400(1.100)18.8000.500182.5(1.126)56.0238.5(1.077)0.99800.01400.01390.01160.47312.411.400(1.100)19.3000.500187.5(1.121)55.2242.7(1.073)0.99800.01340.01340.01120.48432.471.400(1.100)19.8000.500192.5(1.115)54.4246.9(1.070)0.99800.01280.01280.01070.49502.541.397(1.097)20.3000.500197.5(1.110)53.7251.2(1.067)0.99800.01230.01230.01020.50522.621.392(1.092)20.8000.500202.5(1.105)52.9255.4(1.063)0.99800.01190.01190.00990.51512.661.389(1.089)21.3000.500207.5(1.101)52.2259.7(1.060)0.99800.01180.01170.00980.52492.661.389(1.089)21.8000.500212.5(1.097)51.4263.9(1.056)0.99800.01160.01160.00970.53462.651.390(1.090)22.3000.500217.5(1.093)50.7268.2(1.053)0.99800.01150.01150.00960.54422.651.390(1.090)22.8000.500222.5(1.089)50.0272.5(1.050)0.99800.01130.01130.00950.55362.641.390(1.090)23.3000.500227.5(1.085)49.3276.8(1.046)0.99800.01120.01120.00930.56302.641.391(1.091)23.8000.500232.5(1.081)48.7281.2(1.043)0.99800.01110.01110.00920.57222.631.391(1.091)24.3000.500237.5(1.077)48.0285.5(1.039)0.99800.01100.01090.00910.58132.631.391(1.091)24.8000.500242.5(1.073)47.4289.9(1.036)0.99800.01080.01080.00900.59042.621.392(1.092)25.2000.400247.0(1.070)46.8293.8(1.033)0.99800.00860.00860.00710.59752.621.392(1.092)25.7000.500251.5(0.668)46.2297.7(0.655)0.99800.00470.00470.00390.60155.851.115(0.815)26.2000.500256.5(0.667)45.6302.1(0.654)0.99800.00470.00470.00390.60545.851.115(0.815)26.7000.500261.5(0.665)45.0306.5(0.653)0.99800.00460.00460.00390.60925.841.116(0.816)27.2000.500266.5(0.664)44.4310.9(0.651)0.99800.00460.00460.00380.61305.841.116(0.816)27.7000.500271.5(0.663)43.8315.3(0.650)0.00000.00450.00000.00380.61685.831.117(0.817)28.2000.500276.5(0.661)43.3319.8(0.649)0.00000.00450.00000.00370.62055.831.117(0.817)28.7000.500281.5(0.660)42.7324.2(0.648)0.00000.00440.00000.00370.62415.821.118(0.818)29.2000.500286.5(0.658)42.2328.7(0.646)0.00000.00440.00000.00360.62785.821.118(0.818)最下面分層附加應(yīng)力與自重應(yīng)力之比=14.725%<=15.000%壓縮模量當(dāng)量值=2.933Mpa,按地基規(guī)范GB50007-2002表5.3.5的沉降計(jì)算經(jīng)驗(yàn)系數(shù)=1.371(1.071)============================================================================(三)填土--時(shí)間--沉降曲線輸出位置，相對(duì)于路堤中線0(m)（即X=18.060(m)）時(shí)間(月)設(shè)計(jì)填土高度實(shí)際填土高度當(dāng)時(shí)沉降(m)(m)(m)0.000.0000.0000.0000.200.2780.3260.0020.400.5560.6520.0100.600.8340.9780.0250.801.1121.3040.0461.001.3901.6300.0791.201.6681.9560.1211.401.9462.2810.1741.602.2242.6070.2471.802.5022.9330.3372.002.7803.2590.4802.602.7803.2850.5733.202.7803.3100.6293.802.7803.3360.6644.402.7803.3610.6865.002.7803.3870.7015.602.7803.4120.7116.202.7803.4380.7196.802.7803.4630.7257.402.7803.4890.7308.002.7803.5140.73526.002.7803.5140.73644.002.7803.5140.73662.002.7803.5140.73680.002.7803.5140.73698.002.7803.5140.737116.002.7803.5140.737134.002.7803.5140.737152.002.7803.5140.739170.002.7803.5140.739188.002.7803.5140.739============================================================================(四)填土--時(shí)間--固結(jié)度曲線輸出位置，相對(duì)于路堤中線0.000(m)（即X=18.060(m)）輸出深度為0.000(m)時(shí)間(月)設(shè)計(jì)填土高度固結(jié)度(m)0.000.0000.0000.200.2780.1000.400.5560.2000.600.8340.3000.801.1120.4001.001.3900.5001.201.6680.6001.401.9460.7001.602.2240.8001.802.5020.9002.002.7801.0002.602.7801.0003.202.7801.0003.802.7801.0004.402.7801.0005.002.7801.0005.602.7801.0006.202.7801.0006.802.7801.0007.402.7801.0008.002.7801.00026.002.7801.00044.002.7801.00062.002.7801.00080.002.7801.00098.002.7801.000116.002.7801.000134.002.7801.000152.002.7801.000170.002.7801.000188.002.7801.000============================================================================(五)穩(wěn)定計(jì)算(1)第1級(jí)加荷,從0.0~2.0月,路基設(shè)計(jì)高度2.780(m),路基計(jì)算高度(考慮沉降影響)3.259(m)，加載結(jié)束時(shí)穩(wěn)定結(jié)果抗滑力抗滑力抗滑力土條起始x土條面土條自條上荷總重αiSinαiCosαiWoiCqiΦqiUiΦgiWli下滑力WoiCosαiCiLiσiliCos編號(hào)(m)積(m2)重(kN)重(kN)(kN)(度)(kN)(kPa)(度)(度)(kN)(kN)tgΦqiαitgΦgi----------------------------------------------------------------------------------------------------------------------------------------1-19.330.101.750.001.75-67.25-0.920.391.7515.005.500.916910.000.0-1.60.111.40.02-19.030.223.160.003.16-65.54-0.910.413.1615.005.500.775110.000.0-2.90.18.20.03-18.812.0522.940.0022.94-62.13-0.880.4722.9422.0016.000.496715.000.0-20.33.145.60.04-17.843.6636.640.0036.64-57.10-0.840.5436.6422.0016.000.103315.000.0-30.85.739.20.05-16.875.0048.040.0048.04-52.69-0.800.6148.0422.0016.000.035415.000.0-38.28.335.20.06-15.906.3260.260.0060.26-48.65-0.750.6660.268.005.000.021315.000.0-45.23.512.00.07-14.917.3870.790.0070.79-44.86-0.710.7170.798.005.000.008915.000.0-49.94.411.20.08-13.918.3080.040.0080.04-41.31-0.660.7580.048.005.000.001615.000.0-52.85.310.60.09-12.929.1288.230.0088.23-37.94-0.610.7988.238.005.000.001315.000.0-54.26.110.10.010-11.929.8595.500.0095.50-34.72-0.570.8295.508.005.000.000915.000.0-54.46.99.70.011-10.9310.49101.960.00101.96-31.62-0.520.85101.968.005.000.000715.000.0-53.57.69.30.012-9.9411.07107.690.00107.69-28.63-0.480.88107.698.005.000.000415.000.0-51.68.39.10.013-8.9411.57112.770.00112.77-25.71-0.430.90112.778.005.000.000215.000.0-48.98.98.80.014-7.9512.02117.230.00117.23-22.87-0.390.92117.238.005.000.000015.000.0-45.69.48.60.015-6.9612.41121.110.00121.11-20.08-0.340.94121.118.005.000.000015.000.0-41.610.08.50.016-5.9612.74124.460.00124.46-17.35-0.300.95124.468.005.000.000015.000.0-37.110.48.30.017-4.9713.03127.300.00127.30-14.65-0.250.97127.308.005.000.000015.000.0-32.210.88.20.018-3.9713.26129.630.00129.63-11.99-0.210.98129.638.005.000.000015.000.0-26.911.18.10.019-2.9813.45131.500.00131.50-9.35-0.160.99131.508.005.000.000015.000.0-21.411.48.10.020-1.9913.59132.890.00132.89-6.74-0.120.99132.898.005.000.000015.000.0-15.611.58.00.021-0.9913.68133.830.00133.83-4.13-0.071.00133.838.005.000.000015.000.0-9.611.78.00.0220.0012.00119.560.00119.56-1.72-0.031.00115.298.005.000.588215.004.3-3.610.16.80.7230.853.3634.200.0034.20-0.30-0.011.0031.588.005.000.588215.002.6-0.22.81.90.4241.0914.61151.480.00151.481.290.021.00133.958.005.000.588215.0017.53.411.77.92.8252.0815.14161.390.00161.393.880.071.00133.518.005.000.588215.0027.910.911.77.94.4263.0715.63170.860.00170.866.470.110.99132.628.005.000.588215.0038.219.311.58.06.0274.0612.14136.470.00136.478.760.150.9999.618.005.000.588215.0036.920.88.66.15.8284.8112.37143.430.00143.4310.750.190.9898.658.005.000.588215.0044.826.78.56.17.1295.5615.90187.240.00187.2413.030.230.97124.738.005.000.588215.0062.542.210.67.99.9306.5215.66184.870.00184.8715.620.270.96122.368.005.000.588215.0062.549.810.38.09.9317.4815.38182.050.00182.0518.250.310.95119.548.005.000.588215.0062.557.09.98.19.9328.4515.05178.750.00178.7520.910.360.93116.248.005.000.588215.0062.563.89.58.29.9339.4114.67174.950.00174.9523.620.400.92112.458.005.000.588215.0062.570.19.08.49.93410.3714.24170.630.00170.6326.390.440.90108.128.005.000.588315.0062.575.88.58.69.93511.3313.75165.740.00165.7429.230.490.87103.238.005.000.588415.0062.580.97.98.89.93612.3013.20160.240.00160.2432.150.530.8597.738.005.000.588515.0062.585.37.29.19.93713.2612.58154.060.00154.0635.170.580.8291.558.005.000.588615.0062.588.76.59.49.93814.2211.89147.140.00147.1438.300.620.7884.638.005.000.588815.0062.591.25.89.89.93915.1811.11139.370.00139.3741.580.660.7576.868.005.000.588915.0062.592.55.010.39.94016.1510.24130.630.00130.6345.030.710.7168.128.005.000.592115.0062.592.44.210.99.94117.119.25120.720.00120.7248.710.750.6658.218.005.000.597115.0062.590.73.411.710.0土條起始x土條面土條自條上荷總重αiSinαiCosαiCqiΦqi下滑力抗滑力抗滑力編號(hào)(m)積(m2)重(kN)重(kN)(kN)(度)(kPa)(度)(kN)WiCosαitgΦqCiLi-----------------------------------------------------------------------------------------------------------轉(zhuǎn)為總應(yīng)力法4218.078.16110.950.00110.9552.690.800.6122.0016.0088.2519.2835.17抗滑力抗滑力抗滑力土條起始x土條面土條自條上荷總重αiSinαiCosαiWoiCqiΦqiUiΦgiWli下滑力WoiCosαiCiLiσiliCos編號(hào)(m)積(m2)重(kN)重(kN)(kN)(度)(kN)(kPa)(度)(度)(kN)(kN)tgΦqiαitgΦgi----------------------------------------------------------------------------------------------------------------------------------------4319.046.8299.55