天然工況空港四路互通SK0+000～SK0+130段右側(cè)邊坡穩(wěn)定計(jì)算書(shū)

------------------------------------------------------------------------計(jì)算項(xiàng)目：天然工況空港四路互通SK0+000～SK0+130段右側(cè)邊坡穩(wěn)定計(jì)算------------------------------------------------------------------------[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)14坡面線號(hào)水平投影(m)豎直投影(m)超載數(shù)18.6020.1290257.012-0.7800313.2708.8460410.7307.1540510.0000.0000621.00012.000076.0000.000085.0212.8690915.9799.1310106.0000.0000110.2240.1280122.9741.7000135.000-0.20401438.306-1.5870[土層信息]坡面節(jié)點(diǎn)數(shù)15編號(hào)X(m)Y(m)00.0000.000-18.6020.129-265.615-0.651-378.8848.195-489.61515.349-599.61515.349-6120.61527.349-7126.61527.349-8131.63530.218-9147.61539.349-10153.61539.349-11153.83839.477-12156.81341.176-13161.81340.972-14200.11839.386附加節(jié)點(diǎn)數(shù)19編號(hào)X(m)Y(m)1180.64239.0362200.11838.115380.6638.128483.7478.0105100.6637.3686120.6646.6087140.6645.6218160.6644.6349180.6643.64810200.1183.64811200.11814.90312180.66218.02913148.10425.246140.000-11.53215200.118-11.53216200.118-7.48117180.664-6.35218149.926-4.18519120.6340.611不同土性區(qū)域數(shù)5區(qū)號(hào)重度飽和重度粘結(jié)強(qiáng)度孔隙水壓節(jié)點(diǎn)(kN/m3)(kN/m3)(kpa)力系數(shù)編號(hào)119.00020.00040.000---(-13,-12,-11,1,2,-14,)219.50020.50040.000---(-3,3,4,5,6,7,8,9,10,11,12,13,-8,-7,-6,-5,-4,)323.00024.00040.000---(3,-3,-2,-1,0,14,15,16,17,18,19,4,)422.00023.00040.000---(6,5,4,19,18,17,16,10,9,8,7,)519.50020.50040.000---(-8,13,12,11,2,1,-11,-10,-9,)區(qū)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)110.00010.0005.0005.000250.00015.00040.00010.0003500.00035.000450.00030.000470.00020.00060.00015.000550.00015.00040.00010.000區(qū)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1------------2------------3------------4------------5------------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:5.000(m)圓弧入口起點(diǎn)x坐標(biāo):150.000(m)圓弧入口終點(diǎn)x坐標(biāo):170.000(m)圓弧出口起點(diǎn)x坐標(biāo):60.000(m)圓弧出口終點(diǎn)x坐標(biāo):80.000(m)搜索時(shí)的圓心步長(zhǎng):10.000(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=(88.007,108.711)(m)滑動(dòng)半徑=100.179(m)滑動(dòng)安全系數(shù)=1.198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)--------------------------------------------------------------------------------------------------------------------79.88484.749-3.2574.87440.00015.00166.990.000.000.000.000.00-9.49242.240.988110.000.0084.74989.615-0.4724.86640.00015.00489.750.000.000.000.000.00-4.04326.340.998480.000.0089.61594.6152.3515.00540.00015.00653.380.000.000.000.000.0026.80372.621.006570.000.0094.61599.6155.2185.02140.00015.00621.120.000.000.000.000.0056.49361.981.012300.000.0099.615103.8147.8664.24040.00015.00577.560.000.000.000.000.0079.04317.881.015330.000.00103.814108.01410.3004.26940.00015.00719.110.000.000.000.000.00128.57354.931.016210.000.00108.014112.21412.7524.30740.00015.00845.480.000.000.000.000.00186.62388.631.015240.000.00112.214116.41415.2284.35340.00015.00956.290.000.000.000.000.00251.19419.061.012370.000.00116.414120.61417.7344.41040.00015.001051.040.000.000.000.000.00320.15446.261.007540.000.00120.615123.61519.9083.19140.00015.00749.870.000.000.000.000.00255.34320.351.001790.000.00123.615126.61521.7443.23040.00015.00683.100.000.000.000.000.00253.06304.310.995810.000.00126.615129.12523.4502.73640.00015.00550.750.000.000.000.000.00219.17250.660.989340.000.00129.125131.63525.0252.77040.00015.00565.640.000.000.000.000.00239.27256.440.982590.000.00131.635136.04327.2354.95840.00015.001015.190.000.000.000.000.00464.59461.300.971860.000.00136.043140.45030.1105.09640.00015.001024.330.000.000.000.000.00513.86471.640.955750.000.00140.450144.85833.0715.26040.00015.001007.620.000.000.000.000.00549.84476.490.936630.000.00144.858147.61535.5443.38850.00015.00610.170.000.000.000.000.00354.71327.980.918750.000.00147.615150.61537.5963.78750.00015.00584.920.000.000.000.000.00356.85339.820.902610.000.00150.615153.61539.7963.90550.00015.00444.260.000.000.000.000.00284.35304.330.884030.000.00153.615153.83840.9970.29650.00015.0027.520.000.000.000.000.0018.0521.250.873330.000.00153.838156.81342.2304.01750.00015.00333.810.000.000.000.000.00224.36276.310.861940.000.00156.813160.31044.7894.92850.00015.00233.700.000.000.000.000.00164.64283.720.837060.000.00160.310161.81246.8262.19610.00010.0023.750.000.000.000.000.0017.3224.920.770970.000.00總的下滑力=6050.765(kN)總的抗滑力=7349.442(kN)土體部分下滑力=6050.765(kN)土體部分抗滑力=7349.442(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)------------------------------------------------------------------------計(jì)算項(xiàng)目：暴雨工況空港四路互通SK0+000～SK0+130段右側(cè)邊坡穩(wěn)定計(jì)算------------------------------------------------------------------------[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)14坡面線號(hào)水平投影(m)豎直投影(m)超載數(shù)18.6020.1290257.012-0.7800313.2708.8460410.7307.1540510.0000.0000621.00012.000076.0000.000085.0212.8690915.9799.1310106.0000.0000110.2240.1280122.9741.7000135.000-0.20401438.306-1.5870[土層信息]坡面節(jié)點(diǎn)數(shù)15編號(hào)X(m)Y(m)00.0000.000-18.6020.129-265.615-0.651-378.8848.195-489.61515.349-599.61515.349-6120.61527.349-7126.61527.349-8131.63530.218-9147.61539.349-10153.61539.349-11153.83839.477-12156.81341.176-13161.81340.972-14200.11839.386附加節(jié)點(diǎn)數(shù)19編號(hào)X(m)Y(m)1180.64239.0362200.11838.115380.6638.128483.7478.0105100.6637.3686120.6646.6087140.6645.6218160.6644.6349180.6643.64810200.1183.64811200.11814.90312180.66218.02913148.10425.246140.000-11.53215200.118-11.53216200.118-7.48117180.664-6.35218149.926-4.18519120.6340.611不同土性區(qū)域數(shù)5區(qū)號(hào)重度飽和重度粘結(jié)強(qiáng)度孔隙水壓節(jié)點(diǎn)(kN/m3)(kN/m3)(kpa)力系數(shù)編號(hào)119.00020.00040.000---(-13,-12,-11,1,2,-14,)219.50020.50040.000---(-3,3,4,5,6,7,8,9,10,11,12,13,-8,-7,-6,-5,-4,)323.00024.00040.000---(3,-3,-2,-1,0,14,15,16,17,18,19,4,)422.00023.00040.000---(6,5,4,19,18,17,16,10,9,8,7,)519.50020.50040.000---(-8,13,12,11,2,1,-11,-10,-9,)區(qū)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)110.00010.0005.0005.000250.00015.00040.00010.0003500.00035.000450.00030.000470.00020.00060.00015.000550.00015.00040.00010.000區(qū)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1------------2------------3------------4------------5------------[水面信息]采用有效應(yīng)力法孔隙水壓力采用近似方法計(jì)算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)19水面線起始點(diǎn)坐標(biāo):(0.000,20.000)水面線號(hào)水平投影(m)豎直投影(m)1100.0000.00022.0001.00033.0001.00044.0001.00055.0001.00066.0000.500710.0005.000810.0005.000910.0005.0001010.0005.0001110.0005.0001210.0005.0001310.0005.0001410.0005.0001510.0005.0001610.0005.0001710.0005.0001810.0005.0001910.0005.000[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:5.000(m)圓弧入口起點(diǎn)x坐標(biāo):150.000(m)圓弧入口終點(diǎn)x坐標(biāo):170.000(m)圓弧出口起點(diǎn)x坐標(biāo):60.000(m)圓弧出口終點(diǎn)x坐標(biāo):80.000(m)搜索時(shí)的圓心步長(zhǎng):10.000(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=(84.358,118.022)(m)滑動(dòng)半徑=109.251(m)滑動(dòng)安全系數(shù)=1.017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)--------------------------------------------------------------------------------------------------------------------79.88484.749-1.0714.8660.00030.00166.2881.110.000.000.000.00-1.5949.560.992260.000.0084.74989.6151.4824.8670.00030.00488.05238.070.000.000.000.006.46142.881.010130.000.0089.61594.6154.0725.0130.00030.00643.10313.710.000.000.000.0023.39185.321.026210.000.0094.61599.6156.7075.0350.00030.00594.72290.110.000.000.000.0035.58169.041.040410.000.0099.615100.0008.1290.3890.00030.0044.1821.550.000.000.000.003.2012.481.047160.000.00100.000104.9189.5394.9870.00030.00671.99327.800.000.000.000.0057.04188.681.053220.000.00104.918109.83612.1675.0310.00030.00860.21419.610.000.000.000.0092.86239.351.062800.000.00109.836114.75414.8205.0880.00030.001024.50499.760.000.000.000.00134.22283.081.070210.000.00114.754117.68416.9573.0640.00030.00676.75306.780.000.000.000.00107.90198.791.074520.000.00117.684120.61518.5713.0910.00030.00716.00279.260.000.000.000.00139.09234.171.076770.000.00120.615123.61520.2203.1970.00030.00717.79254.580.000.000.000.00160.10248.041.078200.000.00123.615126.61521.9073.2340.00030.00646.71219.900.000.000.000.00159.24228.431.078730.000.00126.615129.12523.4722.7370.00030.00517.15155.180.000.000.000.00144.17193.791.078390.000.00129.125131.63524.9162.7680.00030.00529.31126.860.000.000.000.00169.54215.671.077360.000.00131.635135.81626.8714.6880.00030.00896.82142.650.000.000.000.00340.87405.091.074880.000.00135.816139.99829.3584.7980.00030.00900.0349.180.000.000.000.00417.15459.141.069910.000.00139.998143.99831.8514.71040.00015.00849.990.000.000.000.000.00448.55408.810.948500.000.00143.998147.61534.2334.37450.00015.00747.510.000.000.000.000.00420.52408.750.932380.000.00147.615150.61536.3573.72550.00015.00543.980.000.000.000.000.00322.48322.650.916640.000.00150.615153.61538.3373.82550.00015.00409.990.000.000.000.000.00254.31288.460.900840.000.00153.615153.72339.3770.14150.00015.0012.320.000.000.000.000.007.829.800.892110.000.00153.723153.83839.4530.14950.00015.0012.950.000.000.000.000.008.2310.340.891460.000.00153.838156.81340.5183.91350.00015.00308.700.000.000.000.000.00200.56262.340.882190.000.00156.813160.18842.7494.59750.00015.00214.010.000.000.000.000.00145.27262.370.861780.000.00160.188161.81244.5522.28010.00010.0025.740.000.000.000.000.0018.0626.000.799290.000.00總的下滑力=5268.015(kN)總的抗滑力=5453.013(kN)土體部分下滑力=5268.015(kN)土體部分抗滑力=5453.013(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)------------------------------------------------------------------------計(jì)算項(xiàng)目：地震工況空港四路互通SK0+000～SK0+130段右側(cè)邊坡穩(wěn)定計(jì)算------------------------------------------------------------------------[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)法地震烈度:7度水平地震系數(shù):0.100地震作用綜合系數(shù):0.250地震作用重要性系數(shù):1.000地震力作用位置:質(zhì)心處水平加速度分布類(lèi)型：矩形[坡面信息]坡面線段數(shù)14坡面線號(hào)水平投影(m)豎直投影(m)超載數(shù)18.6020.1290257.012-0.7800313.2708.8460410.7307.1540510.0000.0000621.00012.000076.0000.000085.0212.8690915.9799.1310106.0000.0000110.2240.1280122.9741.7000135.000-0.20401438.306-1.5870[土層信息]坡面節(jié)點(diǎn)數(shù)15編號(hào)X(m)Y(m)00.0000.000-18.6020.129-265.615-0.651-378.8848.195-489.61515.349-599.61515.349-6120.61527.349-7126.61527.349-8131.63530.218-9147.61539.349-10153.61539.349-11153.83839.477-12156.81341.176-13161.81340.972-14200.11839.386附加節(jié)點(diǎn)數(shù)19編號(hào)X(m)Y(m)1180.64239.0362200.11838.115380.6638.128483.7478.0105100.6637.3686120.6646.6087140.6645.6218160.6644.6349180.6643.64810200.1183.64811200.11814.90312180.66218.02913148.10425.246140.000-11.53215200.118-11.53216200.118-7.48117180.664-6.35218149.926-4.18519120.6340.611不同土性區(qū)域數(shù)5區(qū)號(hào)重度飽和重度粘結(jié)強(qiáng)度孔隙水壓節(jié)點(diǎn)(kN/m3)(kN/m3)(kpa)力系數(shù)編號(hào)119.00020.00040.000---(-13,-12,-11,1,2,-14,)219.50020.50040.000---(-3,3,4,5,6,7,8,9,10,11,12,13,-8,-7,-6,-5,-4,)323.00024.00040.000---(3,-3,-2,-1,0,14,15,16,17,18,19,4,)422.00023.00040.000---(6,5,4,19,18,17,16,10,9,8,7,)519.50020.50040.000---(-8,13,12,11,2,1,-11,-10,-9,)區(qū)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)110.00010.0005.0005.000250.00015.00040.00010.0003500.00035.000450.00030.000470.00020.00060.00015.000550.00015.00040.00010.000區(qū)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1------------2------------3------------4------------5------------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):150.000(m)圓弧入口終點(diǎn)x坐標(biāo):170.000(m)圓弧出口起點(diǎn)x坐標(biāo):60.000(m)圓弧出口終點(diǎn)x坐標(biāo):80.000(m)搜索時(shí)的圓心步長(zhǎng):10.000(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=(88.007,108.711)(m)滑動(dòng)半徑=100.179(m)滑動(dòng)安全系數(shù)=1.046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)--------------------------------------------------------------------------------------------------------------------79.88480.857-4.3720.97640.00015.006.860.000.170.000.000.00-0.3541.500.982320.000.0080.85781.830-3.8140.97540.00015.0020.490.000.510.000.000.00-0.8545.100.984900.000.0081.83082.803-3.2560.97540.00015.0033.940.000.850.000.000.00-1.0948.640.987380.000.0082.80383.776-2.6990.97440.00015.0047.210.001.180.000.000.00-1.0652.120.989770.000.0083.77684.749-2.1420.97440.00015.0060.300.001.510.000.000.00-0.7755.530.992060.000.0084.74985.722-1.5850.97340.00015.0073.210.001.830.000.000.00-0.2358.890.994260.000.0085.72286.695-1.0280.97340.00015.0085.940.002.150.000.000.000.5662.190.996360.000.0086.69587.668-0.4720.97340.00015.0098.490.002.460.000.000.001.5965.420.998370.000.0087.66888.6410.0850.97340.00015.00110.860.002.770.000.000.002.8568.611.000290.000.0088.64189.6150.6410.97340.00015.00123.050.003.080.000.000.004.3571.731.002110.000.0089.61590.6151.2051.00040.00015.00132.470.003.310.000.000.005.9975.191.003850.000.0090.61591.6151.7781.00040.00015.00131.960.003.300.000.000.007.2874.921.005530.000.0091.61592.6152.3501.00140.00015.00131.260.003.280.000.000.008.5574.601.007100.000.0092.61593.6152.9221.00140.00015.00130.370.003.260.000.000.009.7974.251.008580.000.0093.61594.6153.4951.00240.00015.00129.270.003.230.000.000.0011.0073.851.009950.000.0094.61595.6154.0681.00340.00015.00127.980.003.200.000.000.0012.1773.411.011220.000.0095.61596.6154.6421.00340.00015.00126.500.003.160.000.000.0013.2972.921.012400.000.0096.61597.6155.2161.00440.00015.00124.810.003.120.000.000.0014.3572.391.013470.000.0097.61598.6155.7911.00540.00015.00122.940.003.070.000.000.0015.3771.821.014440.000.0098.61599.6156.3661.00640.00015.00120.860.003.020.000.000.0016.3171.201.015310.000.0099.615100.6156.9421.00740.00015.00124.150.003.100.000.000.0017.9972.011.016080.000.00100.615101.6157.5181.00940.00015.00132.830.003.320.000.000.0020.5674.231.016750.000.00101.615102.6158.0961.01040.00015.00141.300.003.530.000.000.0023.2776.401.017310.000.00102.615103.6158.6741.01240.00015.00149.560.003.740.000.000.0026.1178.531.017780.000.00103.615104.6159.2531.01340.00015.00157.630.003.940.000.000.0029.0880.611.018140.000.00104.615105.6159.8331.01540.00015.00165.490.004.140.000.000.0032.1682.631.018390.000.00105.615106.61510.4141.01740.00015.00173.160.004.330.000.000.0035.3684.621.018540.000.00106.615107.61510.9961.01940.00015.00180.620.004.520.000.000.0038.6786.561.018590.000.00107.615108.61511.5791.02140.00015.00187.860.004.700.000.000.0042.0888.451.018530.000.00108.615109.61512.1631.02340.00015.00194.900.004.870.000.000.0045.5990.291.018370.000.00109.615110.61512.7491.02540.00015.00201.750.005.040.000.000.0049.1892.091.018100.000.00110.615111.61513.3361.02840.00015.00208.370.005.210.000.000.0052.8593.851.017720.000.00111.615112.61513.9251.03040.00015.00214.780.005.370.000.000.0056.6095.561.017230.000.00112.615113.61514.5151.03340.00015.00220.980.005.520.000.000.0060.4297.221.016630.000.00113.615114.61515.1061.03640.00015.00226.980.005.670.000.000.0064.3098.851.015930.000.00114.615115.61515.7001.03940.00015.00232.740.005.820.000.000.0068.23100.421.015110.000.00115.615116.61516.2951.04240.00015.00238.290.005.960.000.000.0072.21101.961.014180.000.00116.615117.61516.8911.04540.00015.00243.620.006.090.000.000.0076.24103.451.013140.000.00117.615118.61517.4901.04840.00015.00248.740.006.220.000.000.0080.29104.891.011990.000.00118.615119.61518.0911.05240.00015.00253.620.006.340.000.000.0084.37106.291.010720.000.00119.615120.61518.6931.05640.00015.00258.280.006.460.000.000.0088.47107.651.009330.000.00120.615121.61519.2981.06040.00015.00257.130.006.430.000.000.0090.62107.491.007830.000.00121.615122.61519.9051.06440.00015.00250.190.006.250.000.000.0090.66105.811.006210.000.00122.615123.61520.5151.06840.00015.00243.020.006.080.000.000.0090.48104.081.004470.000.00123.615124.61521.1271.07240.00015.00235.600.005.890.000.000.0090.06102.291.002610.000.00124.615125.61521.7411.07740.00015.00227.940.005.700.000.000.0089.39100.451.000620.000.00125.615126.61522.3581.08140.00015.00220.050.005.500.000.000.0088.4898.550.998510.000.00126.615127.45122.9270.90940.00015.00181.780.004.540.000.000.0074.7581.990.996460.000.00127.451128.28823.4480.91240.00015.00183.730.004.590.000.000.0077.0682.660.994500.000.00128.288129.12523.9710.91640.00015.00185.540.004.640.000.000.0079.3583.310.992450.000.00129.125129.96224.4960.92040.00015.00187.190.004.680.000.000.0081.6083.920.990310.000.00129.962130.79825.0230.92340.00015.00188.700.004.720.000.000.0083.8284.510.988080.000.00130.798131.635