濱河南路高邊坡計(jì)算書(shū)

彭水縣新城靛水片區(qū)道路工程—濱河南路PAGEPAGE156計(jì)算書(shū)工程名稱(chēng)：彭水縣新城靛水片區(qū)道路工程—濱河南路計(jì)算內(nèi)容：高邊坡穩(wěn)定性計(jì)算共頁(yè)附圖張計(jì)算：年月日校核：年月日審核：年月日設(shè)計(jì)依據(jù) 3設(shè)計(jì)原則 3地勘提供巖土參數(shù)設(shè)計(jì)值 3邊坡穩(wěn)定性計(jì)算 4① K0+080右側(cè)高切坡(1-1剖面) 4② K0+200右側(cè)高切坡(5-5剖面) 7K1+080土巖界面整體滑動(dòng)(25-25’剖面) 18K0+080左側(cè)第三級(jí)平臺(tái)擋墻(1-1剖面) 27K0+080左側(cè)第二級(jí)平臺(tái)擋墻(1-1剖面) 32設(shè)計(jì)依據(jù)1、《重慶市彭水縣新城靛水片區(qū)道路工程濱河南路工程地質(zhì)勘察（終定稿）》重慶市二零八勘察設(shè)計(jì)院二〇一八年九月編制2、業(yè)主提供實(shí)測(cè)1:500地形圖3．有關(guān)現(xiàn)行國(guó)家設(shè)計(jì)規(guī)范4.《建筑邊坡工程技術(shù)規(guī)范》（GB50330—2013）5.《巖土錨桿與噴射混凝土支護(hù)工程技術(shù)規(guī)范》（GB50086-2015）；6.《混凝土結(jié)構(gòu)設(shè)計(jì)規(guī)范（2015版）》(GB50010-2010)；7.《建筑抗震設(shè)計(jì)規(guī)范（2016版）》(GB50011-2010)；8.《建筑結(jié)構(gòu)荷載規(guī)范》GB50009-2012；9.《砌體結(jié)構(gòu)設(shè)計(jì)規(guī)范》GB50003-2011；10.《建筑邊坡工程施工質(zhì)量驗(yàn)收規(guī)范》(DBJ/T50-100-2010)；11.《城市道路路基設(shè)計(jì)規(guī)范》(CJJ194-2013)設(shè)計(jì)原則1．結(jié)構(gòu)設(shè)計(jì)安全等級(jí)：一級(jí)，設(shè)計(jì)使用年限：50年；2．抗震設(shè)防：地震基本烈度6度，設(shè)計(jì)地震分組：第一組。3．邊坡安全設(shè)計(jì)等級(jí)：一級(jí)。4．結(jié)構(gòu)計(jì)算軟件：理正巖土(6.5PB1)。地勘提供巖土參數(shù)設(shè)計(jì)值巖土體物理力學(xué)參數(shù)推薦值一覽表巖土參數(shù)素填土粉質(zhì)粘土頁(yè)巖灰?guī)r強(qiáng)風(fēng)化中風(fēng)化強(qiáng)風(fēng)化中風(fēng)化天然重度(kN/m3)19.8*18.824.625.125.6*26.80飽和重度(kN/m3)21.0*20*25.327.00抗壓強(qiáng)度(MPa)飽和9.8725.38天然13.430.56地基承載力基本容許值值(kPa)200*150*200*8001000*1500地基極限承載力標(biāo)準(zhǔn)值(kPa)現(xiàn)場(chǎng)測(cè)試確定300*600*95701200*20625內(nèi)聚力(kPa)（飽和）0*18*6001200內(nèi)摩擦角(°)（飽和）28*5*3641抗拉強(qiáng)度(kPa)300700巖土體與錨固體極限粘結(jié)強(qiáng)度標(biāo)準(zhǔn)值(kPa)100*40*800*750*800*1200*擋墻基底摩擦系數(shù)(μ)0.30*0.25*0.30*0.50*0.45*0.60*巖體水平抗力系數(shù)(MN/m3)80*150*80*300*土體水平抗力系數(shù)的比例系數(shù)(MN/m4)15*35*負(fù)摩阻力系數(shù)0.25*邊坡穩(wěn)定性計(jì)算K0+080右側(cè)高路堤(1-1剖面)填方邊坡穩(wěn)定性計(jì)算計(jì)算項(xiàng)目：1-1剖面右側(cè)高邊坡[計(jì)算簡(jiǎn)圖][控制參數(shù)]:采用規(guī)范: 通用方法計(jì)算目標(biāo): 安全系數(shù)計(jì)算滑裂面形狀:圓弧滑動(dòng)法不考慮地震[坡面信息]坡面線段數(shù)6坡面線號(hào)水平投影(m)豎直投影(m)超載數(shù)110.1005.050022.0000.0000314.0008.000042.0000.0000512.0008.000068.0000.0002超載1距離0.010(m)寬1.600(m)荷載(5.00--5.00kPa)270.00(度)超載2距離1.700(m)寬1.750(m)荷載(10.50--10.50kPa)270.00(度)[土層信息]上部土層數(shù)2層號(hào)層厚重度飽和重度粘結(jié)強(qiáng)度孔隙水壓(m)(kN/m3)(kN/m3)(kpa)力系數(shù)112.00020.00020.000120.000220.00020.00020.000120.000層號(hào)粘聚力內(nèi)摩擦角水下粘聚水下內(nèi)摩(kPa)(度)力(kPa)擦角(度)11.00034.0001.00033.00021.00030.0000.00028.000層號(hào)十字板?強(qiáng)度增十字板羲?強(qiáng)度增長(zhǎng)系(kPa)長(zhǎng)系數(shù)下值(kPa)數(shù)水下值12================================================================下部土層數(shù)2層號(hào)層厚重度飽和重度粘結(jié)強(qiáng)度孔隙水壓(m)(kN/m3)(kN/m3)(kpa)力系數(shù)14.00019.80020.000120.000240.00019.80020.000120.000層號(hào)粘聚力內(nèi)摩擦角水下粘聚水下內(nèi)摩(kPa)(度)力(kPa)擦角(度)10.00028.00010.00028.00020.00028.00010.00028.000層號(hào)十字板?強(qiáng)度增十字板羲?強(qiáng)度增長(zhǎng)系(kPa)長(zhǎng)系數(shù)下值(kPa)數(shù)水下值12[水面信息]采用總應(yīng)力法考慮滲透力作用不考慮邊坡外側(cè)靜水壓力水面線段數(shù)6水面線起始點(diǎn)坐標(biāo):(0.000,2.760)水面線號(hào)水平投影(m)豎直投影(m)12.0000.00022.0000.00033.0000.00044.0000.00055.0000.00066.0000.000[計(jì)算條件]圓弧穩(wěn)定分析方法:Bishop法土條重切向分力與滑動(dòng)方向反向時(shí):當(dāng)下滑力對(duì)待穩(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)計(jì)算結(jié)果:[計(jì)算結(jié)果圖]最不利滑動(dòng)面:滑動(dòng)圓心=(7.327,31.615)(m)滑動(dòng)半徑=26.708(m)滑動(dòng)安全系數(shù)=1.361起始x終止x?liCi謎條實(shí)重浮力地震力滲透力附加力X附加力Y下滑力抗滑力m鑙超載豎向地震力地震力(m)(m)(度)(m)(kPa)(度)(kN)(kN)(kN)(kN)(kN)(kN)(kN)(kN)(kN)(kN)12.86613.81513.0130.9751.00034.003.070.000.000.000.000.000.692.781.085890.000.0013.81514.76515.1140.9841.00034.008.860.000.000.000.000.002.316.331.094600.000.0014.76515.71517.2360.9941.00034.0013.930.000.000.000.000.004.139.391.101910.000.0015.71516.66519.3831.0071.00034.0018.270.000.000.000.000.006.0611.981.107770.000.0016.66517.61421.5581.0211.00034.0021.840.000.000.000.000.008.0314.101.112110.000.0017.61418.56423.7671.0381.00034.0024.610.000.000.000.000.009.9215.741.114890.000.0018.56419.51426.0131.0571.00034.0026.550.000.000.000.000.0011.6416.901.116010.000.0019.51420.46428.3041.0791.00034.0027.600.000.000.000.000.0013.0917.541.115380.000.0020.46421.41330.6461.1041.00034.0027.700.000.000.000.000.0014.1217.641.112900.000.0021.41322.36333.0451.1331.00034.0026.800.000.000.000.000.0014.6117.171.108440.000.0022.36323.31335.5121.1671.00034.0024.800.000.000.000.000.0014.4116.051.101810.000.0023.31324.26338.0581.2061.00034.0021.610.000.000.000.000.0013.3214.211.092840.000.0024.26324.85840.1880.7801.00034.0011.390.000.000.000.000.007.357.641.083670.000.0024.85825.45441.8830.8001.00034.009.270.000.000.000.000.006.196.371.075310.000.0025.45426.10043.7000.8941.00030.007.190.000.000.000.000.004.974.721.015990.000.0026.10026.52845.3110.6091.00030.001.850.000.000.000.000.001.321.491.004780.000.00總的下滑力=132.160(kN)總的抗滑力=180.048(kN)土體部分下滑力=132.160(kN)土體部分抗滑力=180.048(kN)筋帶在滑弧切向產(chǎn)生的抗滑力=0.000(kN)筋帶在滑弧法向產(chǎn)生的抗滑力 =0.000(kN)②K0+080左側(cè)高路堤(1-1剖面)計(jì)算項(xiàng)目：1-1左側(cè)高邊坡[計(jì)算簡(jiǎn)圖][控制參數(shù)]:采用規(guī)范: 通用方法計(jì)算目標(biāo): 安全系數(shù)計(jì)算滑裂面形狀:圓弧滑動(dòng)法不考慮地震[坡面信息]坡面線段數(shù)16坡面線號(hào)水平投影(m)豎直投影(m)超載數(shù)115.0000.0001超載1距離12.500(m)寬2.500(m)荷載(50.00--50.00kPa)270.00(度)20.0002.000032.5000.000040.0000.000058.8004.400065.0000.0001超載1距離2.500(m)寬2.500(m)荷載(100.00--100.00kPa)270.00(度)70.0006.000086.9100.0001超載1距離4.000(m)寬2.900(m)荷載(60.00--60.00kPa)270.00(度)90.0003.56001012.0008.0000118.0000.0002超載1距離4.000(m)寬4.000(m)荷載(12.96--12.96kPa)270.00(度)超載2距離0.500(m)寬3.000(m)荷載(12.96--12.96kPa)270.00(度)1212.000-8.0000132.0000.00001414.000-8.0000152.0000.00001610.100-5.0500[土層信息]上部土層數(shù)2層號(hào)層厚重度飽和重度孔隙水壓(m)(kN/m3)(kN/m3)力系數(shù)112.50020.000214.00020.000層號(hào)粘聚力內(nèi)摩擦角水下粘聚水下內(nèi)摩(kPa)(度)力(kPa)擦角(度)16.00034.00026.00034.000層號(hào)十字板?強(qiáng)度增十字板羲?強(qiáng)度增長(zhǎng)系(kPa)長(zhǎng)系數(shù)下值(kPa)數(shù)水下值12================================================================下部土層數(shù)3層號(hào)層厚重度飽和重度孔隙水壓(m)(kN/m3)(kN/m3)力系數(shù)12.00020.00024.80020.000340.00025.100層號(hào)粘聚力內(nèi)摩擦角水下粘聚水下內(nèi)摩(kPa)(度)力(kPa)擦角(度)16.00034.00025.00018.0003600.00040.000層號(hào)十字板?強(qiáng)度增十字板羲?強(qiáng)度增長(zhǎng)系(kPa)長(zhǎng)系數(shù)下值(kPa)數(shù)水下值123不考慮水的作用[計(jì)算條件]圓弧穩(wěn)定分析方法:Bishop法土條重切向分力與滑動(dòng)方向反向時(shí):當(dāng)下滑力對(duì)待穩(wěn)定計(jì)算目標(biāo):給定圓弧出入、口范圍搜索危險(xiǎn)滑面條分法的土條寬度:1.000(m)圓弧入口起點(diǎn)x坐標(biāo):40.000(m)圓弧入口終點(diǎn)x坐標(biāo):80.000(m)圓弧出口起點(diǎn)x坐標(biāo):0.000(m)圓弧出口終點(diǎn)x坐標(biāo):14.000(m)搜索時(shí)的圓心步長(zhǎng):0.500(m)入口搜索步長(zhǎng):1.000(m)出口搜索步長(zhǎng):1.000(m)搜索圓弧底的上限:1000.000(m)搜索圓弧底的下限:-1000.000(m)圓弧限制最小矢高:1.000(m)計(jì)算結(jié)果:[計(jì)算結(jié)果圖]最不利滑動(dòng)面:滑動(dòng)圓心=(21.980,31.642)(m)滑動(dòng)半徑=37.966(m)滑動(dòng)安全系數(shù)=1.353起始x終止x?liCi謎條實(shí)重浮力地震力滲透力附加力X附加力Y下滑力抗滑力m鑙超載豎向地震力地震力(m)(m)(度)(m)(kPa)(度)(kN)(kN)(kN)(kN)(kN)(kN)(kN)(kN)(kN)(kN)1.0001.846-32.7871.0076.00034.004.610.000.000.000.000.00-2.5014.350.570640.000.001.8462.692-31.2800.9906.00034.0013.570.000.000.000.000.00-7.0523.890.595700.000.002.6923.539-29.7970.9756.00034.0022.020.000.000.000.000.00-10.9432.150.619970.000.003.5394.385-28.3360.9616.00034.0029.990.000.000.000.000.00-14.2339.320.643480.000.004.3855.350-26.7951.0815.00018.0043.300.000.000.000.000.00-19.5224.090.784330.000.005.3506.315-25.1741.0665.00018.0052.380.000.000.000.000.00-22.2827.210.802830.000.006.3157.280-23.5751.0535.00018.0060.820.000.000.000.000.00-24.3329.970.820460.000.007.2808.245-21.9951.0415.00018.0068.650.000.000.000.000.00-25.7132.410.837240.000.008.2459.210-20.4331.0305.00018.0075.880.000.000.000.000.00-26.4934.550.853220.000.009.21010.175-18.8861.0205.00018.0082.540.000.000.000.000.00-26.7236.440.868400.000.0010.17511.140-17.3531.0115.00018.0088.630.000.000.000.000.00-26.4438.090.882830.000.0011.14012.105-15.8341.0035.00018.0094.180.000.000.000.000.00-25.7039.520.896510.000.0012.10513.070-14.3250.9965.00018.0099.200.000.000.000.0028.50-31.6050.930.909470.000.0013.07014.035-12.8270.9905.00018.00103.700.000.000.000.0048.25-33.7358.800.921710.000.0014.03515.000-11.3370.9845.00018.00107.690.000.000.000.0048.25-30.6659.460.933260.000.0015.00015.833-9.9560.8465.00018.00129.160.000.000.000.000.00-22.3348.900.943410.000.0015.83316.667-8.6820.8435.00018.00131.440.000.000.000.000.00-19.8449.220.952280.000.0016.66717.500-7.4110.8405.00018.00133.400.000.000.000.000.00-17.2149.460.960660.000.0017.50018.478-6.0350.9835.00018.00163.370.000.000.000.000.00-17.1859.810.969200.000.0018.47819.456-4.5530.9815.00018.00174.710.000.000.000.000.00-13.8763.060.977770.000.0019.45620.433-3.0740.9795.00018.00185.540.000.000.000.000.00-9.9566.120.985680.000.0020.43321.411-1.5970.9785.00018.00195.890.000.000.000.000.00-5.4669.020.992920.000.0021.41122.389-0.1210.9785.00018.00205.730.000.000.000.000.00-0.4471.770.999490.000.0022.38923.3671.3550.9785.00018.00215.080.000.000.000.000.005.0874.371.005400.000.0023.36724.3442.8310.9795.00018.00223.950.000.000.000.000.0011.0676.841.010650.000.0024.34425.3224.3100.9815.00018.00232.310.000.000.000.000.0017.4679.171.015230.000.0025.32226.3005.7910.9835.00018.00240.190.000.000.000.000.0024.2481.371.019140.000.0026.30027.3007.2941.0085.00018.00248.260.000.000.000.000.0031.5283.791.022410.000.0027.30028.3008.8181.0125.00018.00245.430.000.000.000.000.0037.6282.681.025010.000.0028.30029.30010.3491.0175.00018.00242.050.000.000.000.0050.0052.4697.281.026890.000.0029.30030.30011.8871.0225.00018.00238.120.000.000.000.00100.0069.65111.731.028040.000.0030.30031.30013.4341.0285.00018.00233.630.000.000.000.00100.0077.51110.261.028450.000.0031.30032.28714.9811.0225.00018.00344.110.000.000.000.000.0088.95113.551.028110.000.0032.28733.27416.5291.0305.00018.00338.620.000.000.000.000.0096.34111.931.027020.000.0033.27434.26118.0901.0395.00018.00332.540.000.000.000.000.00103.26110.211.025170.000.0034.26135.24919.6641.0485.00018.00325.880.000.000.000.000.00109.66108.381.022520.000.0035.24936.23621.2551.0595.00018.00318.600.000.000.000.0056.14135.85124.331.019070.000.0036.23637.22322.8621.0715.00018.00310.700.000.000.000.0059.23143.72123.311.014780.000.0037.22338.21024.4891.0855.00018.00302.150.000.000.000.0058.63149.55121.001.009620.000.0038.21038.89325.8800.7595.00018.00255.460.000.000.000.000.00111.5186.031.004570.000.0038.89339.57627.0320.7675.00018.00257.030.000.000.000.000.00116.8186.930.999940.000.0039.57640.42228.3360.9616.00034.00320.280.000.000.000.000.00152.01197.971.116890.000.0040.42241.26829.7970.9756.00034.00321.860.000.000.000.000.00159.94199.151.115610.000.0041.26842.11431.2800.9906.00034.00322.960.000.000.000.000.00167.69200.181.113580.000.0042.11442.96132.7871.0076.00034.00323.540.000.000.000.000.00175.20201.041.110750.000.0042.96143.86734.3751.0986.00034.00346.500.000.000.000.000.00195.63216.051.106940.000.0043.86744.77336.0491.1216.00034.00345.860.000.000.000.000.00203.53216.631.101990.000.0044.77345.67937.7591.1466.00034.00344.480.000.000.000.000.00210.94216.971.095970.000.0045.67946.58539.5111.1756.00034.00342.290.000.000.000.000.00217.77217.041.088800.000.0046.58547.49241.3071.2066.00034.00339.250.000.000.000.000.00223.94216.831.080380.000.0047.49248.39843.1551.2426.00034.00335.280.000.000.000.000.00229.32216.311.070610.000.0048.39849.30445.0601.2836.00034.00330.310.000.000.000.000.00233.81215.441.059370.000.0049.30450.21047.0311.3306.00034.00324.200.000.000.000.000.00237.23214.151.046520.000.0050.21051.12149.0851.3926.00034.00313.160.000.000.000.005.33240.68213.501.031800.000.0051.12152.03351.2341.4566.00034.00293.230.000.000.000.0011.82237.84208.101.014990.000.0052.03352.94453.4881.5326.00034.00271.660.000.000.000.0011.82227.84197.500.995820.000.0052.94453.85655.8701.6256.00034.00248.180.000.000.000.009.92213.65184.380.973890.000.0053.85654.76758.4091.7406.00034.00222.420.000.000.000.007.22195.61169.040.948660.000.0054.76755.62861.0641.7796.00034.00183.870.000.000.000.0011.16170.68148.550.920280.000.0055.62856.48963.8821.9556.00034.00155.360.000.000.000.0011.16149.51132.300.888010.000.0056.48957.34967.0212.2056.00034.00122.780.000.000.000.0011.16123.31112.420.849530.000.0057.34958.21070.6452.5976.00034.0084.230.000.000.000.0011.1689.9986.660.801950.000.0058.21059.04275.0373.2236.00034.0030.520.000.000.000.000.0029.4834.560.739990.000.00總的下滑力=5033.706(kN)總的抗滑力=6816.494(kN)土體部分下滑力=5033.706(kN)土體部分抗滑力=6816.494(kN)筋帶在滑弧切向產(chǎn)生的抗滑力=0.000(kN)筋帶在滑弧法向產(chǎn)生的抗滑力 =0.000(kN)②K0+080左側(cè)高路堤(1-1剖面)（洪水工況）計(jì)算項(xiàng)目：等厚土層土坡穩(wěn)定計(jì)算6[計(jì)算簡(jiǎn)圖][控制參數(shù)]:采用規(guī)范: 通用方法計(jì)算目標(biāo): 安全系數(shù)計(jì)算滑裂面形狀:圓弧滑動(dòng)法不考慮地震[坡面信息]坡面線段數(shù)16坡面線號(hào)水平投影(m)豎直投影(m)超載數(shù)115.0000.0001超載1距離12.500(m)寬2.500(m)荷載(50.00--50.00kPa)270.00(度)20.0002.000032.5000.000040.0000.000058.8004.400065.0000.0001超載1距離2.500(m)寬2.500(m)荷載(100.00--100.00kPa)270.00(度)70.0006.000086.9100.0001超載1距離4.000(m)寬2.900(m)荷載(60.00--60.00kPa)270.00(度)90.0003.56001012.0008.0000118.0000.0002超載1距離4.000(m)寬4.000(m)荷載(12.96--12.96kPa)270.00(度)超載2距離0.500(m)寬3.000(m)荷載(12.96--12.96kPa)270.00(度)1212.000-8.0000132.0000.00001414.000-8.0000152.0000.00001610.100-5.0500[土層信息]上部土層數(shù)2層號(hào)層厚重度飽和重度孔隙水壓(m)(kN/m3)(kN/m3)力系數(shù)112.50020.00020.000214.00020.00020.000層號(hào)粘聚力內(nèi)摩擦角水下粘聚水下內(nèi)摩(kPa)(度)力(kPa)擦角(度)16.00034.0006.00034.00026.00034.0006.00034.000層號(hào)十字板?強(qiáng)度增十字板羲?強(qiáng)度增長(zhǎng)系(kPa)長(zhǎng)系數(shù)下值(kPa)數(shù)水下值12================================================================下部土層數(shù)3層號(hào)層厚重度飽和重度孔隙水壓(m)(kN/m3)(kN/m3)力系數(shù)12.00020.00020.00024.80018.80020.000340.00025.10025.100層號(hào)粘聚力內(nèi)摩擦角水下粘聚水下內(nèi)摩(kPa)(度)力(kPa)擦角(度)16.00034.0006.00034.00025.00018.0005.00018.0003600.00040.000600.00040.000層號(hào)十字板?強(qiáng)度增十字板羲?強(qiáng)度增長(zhǎng)系(kPa)長(zhǎng)系數(shù)下值(kPa)數(shù)水下值123[水面信息]采用總應(yīng)力法考慮滲透力作用不考慮邊坡外側(cè)靜水壓力水面線段數(shù)8水面線起始點(diǎn)坐標(biāo):(0.000,4.730)水面線號(hào)水平投影(m)豎直投影(m)11.0000.00022.0000.00033.0000.00044.0000.00055.0000.000620.0000.000720.0000.000810.0000.000[計(jì)算條件]圓弧穩(wěn)定分析方法:Bishop法土條重切向分力與滑動(dòng)方向反向時(shí):當(dāng)下滑力對(duì)待穩(wěn)定計(jì)算目標(biāo):給定圓弧出入、口范圍搜索危險(xiǎn)滑面條分法的土條寬度:1.000(m)圓弧入口起點(diǎn)x坐標(biāo):40.000(m)圓弧入口終點(diǎn)x坐標(biāo):80.000(m)圓弧出口起點(diǎn)x坐標(biāo):0.000(m)圓弧出口終點(diǎn)x坐標(biāo):14.000(m)搜索時(shí)的圓心步長(zhǎng):0.500(m)入口搜索步長(zhǎng):1.000(m)出口搜索步長(zhǎng):1.000(m)搜索圓弧底的上限:1000.000(m)搜索圓弧底的下限:-1000.000(m)圓弧限制最小矢高:1.000(m)計(jì)算結(jié)果:[計(jì)算結(jié)果圖]最不利滑動(dòng)面:滑動(dòng)圓心=(21.980,31.642)(m)滑動(dòng)半徑=37.966(m)滑動(dòng)安全系數(shù)=1.353起始x終止x?liCi謎條實(shí)重浮力地震力滲透力附加力X附加力Y下滑力抗滑力m鑙超載豎向地震力地震力(m)(m)(度)(m)(kPa)(度)(kN)(kN)(kN)(kN)(kN)(kN)(kN)(kN)(kN)(kN)1.0002.000-32.6501.1886.00034.006.410.000.000.000.000.00-3.4618.020.572930.000.002.0003.000-30.8751.1656.00034.0018.790.000.000.000.000.00-9.6431.000.602380.000.003.0003.692-29.3960.7956.00034.0019.850.000.000.000.000.00-9.7428.010.626470.000.003.6924.385-28.2030.7866.00034.0025.120.000.000.000.000.00-11.8732.680.645590.000.004.3855.192-26.9270.9065.00018.0035.620.000.000.000.000.00-16.1319.940.782800.000.005.1926.000-25.5680.8955.00018.0042.050.000.000.000.000.00-18.1522.170.798400.000.006.0007.000-24.0661.0955.00018.0060.400.000.000.000.000.00-24.6330.210.815120.000.007.0008.000-22.4231.0825.00018.0068.990.000.000.000.000.00-26.3232.920.832760.000.008.0009.000-20.7991.0705.00018.0076.920.000.000.000.000.00-27.3135.300.849520.000.009.00010.000-19.1931.0595.00018.0084.190.000.000.000.000.00-27.6837.390.865440.000.0010.00011.000-17.6031.0495.00018.0090.850.000.000.000.000.00-27.4739.200.880530.000.0011.00012.000-16.0261.0405.00018.0096.890.000.000.000.000.00-26.7540.770.894820.000.0012.00013.000-14.4611.0335.00018.00102.350.000.000.000.0025.00-31.8051.060.908320.000.0013.00014.000-12.9081.0265.00018.00107.220.000.000.000.0050.00-35.1260.890.921070.000.0014.00015.000-11.3641.0205.00018.00111.520.000.000.000.0050.00-31.8361.600.933060.000.0015.00015.833-9.9560.8465.00018.00129.160.000.000.000.000.00-22.3348.900.943410.000.0015.83316.667-8.6820.8435.00018.00131.440.000.000.000.000.00-19.8449.220.952280.000.0016.66717.500-7.4110.8405.00018.00133.400.000.000.000.000.00-17.2149.460.960660.000.0017.50018.410-6.0870.9155.00018.00151.680.000.000.000.000.00-16.0855.560.968890.000.0018.41019.320-4.7070.9135.00018.00161.530.000.000.000.000.00-13.2658.380.976910.000.0019.32020.230-3.3300.9125.00018.00170.970.000.000.000.000.00-9.9361.060.984360.000.0020.23021.140-1.9550.9115.00018.00180.020.000.000.000.000.00-6.1463.600.991220.000.0021.14022.050-0.5820.9105.00018.00188.670.000.000.000.000.00-1.9266.020.997510.000.0022.05022.9600.7920.9105.00018.00196.920.000.000.000.000.002.7268.311.003220.000.0022.96023.7952.1090.8365.00018.00187.610.000.000.000.000.006.9064.611.008160.000.0023.79524.6303.3710.8365.00018.00193.920.000.000.000.000.0011.4066.361.012390.000.0024.63025.4654.6340.8385.00018.00199.910.000.000.000.000.0016.1568.031.016140.000.0025.46526.3005.9000.8395.00018.00205.600.000.000.000.000.0021.1369.631.019400.000.0026.30027.3007.2941.0085.00018.00248.260.000.000.000.000.0031.5283.791.022410.000.0027.30028.3008.8181.0125.00018.00245.430.000.000.000.000.0037.6282.681.025010.000.0028.30029.30010.3491.0175.00018.00242.050.000.000.000.0050.0052.4697.281.026890.000.0029.30030.30011.8871.0225.00018.00238.120.000.000.000.00100.0069.65111.731.028040.000.0030.30031.30013.4341.0285.00018.00233.630.000.000.000.00100.0077.51110.261.028450.000.0031.30032.22514.9320.9575.00018.00322.620.000.000.000.000.0083.13106.451.028130.000.0032.22533.15016.3820.9645.00018.00317.820.000.000.000.000.0089.64105.041.027160.000.0033.15034.07517.8430.9725.00018.00312.550.000.000.000.000.0095.77103.541.025510.000.0034.07535.00019.3160.9805.00018.00306.790.000.000.000.000.00101.48101.951.023170.000.0035.00035.80220.7030.8585.00018.00261.130.000.000.000.0030.15102.9796.691.020350.000.0035.80236.60522.0030.8665.00018.00256.090.000.000.000.0048.15113.99101.131.017170.000.0036.60537.40723.3160.8745.00018.00250.710.000.000.000.0048.15118.2999.781.013420.000.0037.40738.21024.6410.8835.00018.00244.990.000.000.000.0047.55121.9798.171.009100.000.0038.21038.89325.8800.7595.00018.00255.460.000.000.000.000.00111.5186.031.004570.000.0038.89339.57627.0320.7675.00018.00257.030.000.000.000.000.00116.8186.930.999940.000.0039.57640.42228.3360.9616.00034.00320.280.000.000.000.00