滨河南路高边坡计算书

彭水县新城靛水片区道路工程—滨河南路PAGEPAGE156计算书工程名称：彭水县新城靛水片区道路工程—滨河南路计算内容：高边坡稳定性计算共页附图张计算：年月日校核：年月日审核：年月日设计依据 3设计原则 3地勘提供岩土参数设计值 3边坡稳定性计算 4① K0+080右侧高切坡(1-1剖面) 4② K0+200右侧高切坡(5-5剖面) 7K1+080土岩界面整体滑动(25-25’剖面) 18K0+080左侧第三级平台挡墙(1-1剖面) 27K0+080左侧第二级平台挡墙(1-1剖面) 32设计依据1、《重庆市彭水县新城靛水片区道路工程滨河南路工程地质勘察（终定稿）》重庆市二零八勘察设计院二〇一八年九月编制2、业主提供实测1:500地形图3．有关现行国家设计规范4.《建筑边坡工程技术规范》（GB50330—2013）5.《岩土锚杆与喷射混凝土支护工程技术规范》（GB50086-2015）；6.《混凝土结构设计规范（2015版）》(GB50010-2010)；7.《建筑抗震设计规范（2016版）》(GB50011-2010)；8.《建筑结构荷载规范》GB50009-2012；9.《砌体结构设计规范》GB50003-2011；10.《建筑边坡工程施工质量验收规范》(DBJ/T50-100-2010)；11.《城市道路路基设计规范》(CJJ194-2013)设计原则1．结构设计安全等级：一级，设计使用年限：50年；2．抗震设防：地震基本烈度6度，设计地震分组：第一组。3．边坡安全设计等级：一级。4．结构计算软件：理正岩土(6.5PB1)。地勘提供岩土参数设计值岩土体物理力学参数推荐值一览表岩土参数素填土粉质粘土页岩灰岩强风化中风化强风化中风化天然重度(kN/m3)19.8*18.824.625.125.6*26.80饱和重度(kN/m3)21.0*20*25.327.00抗压强度(MPa)饱和9.8725.38天然13.430.56地基承载力基本容许值值(kPa)200*150*200*8001000*1500地基极限承载力标准值(kPa)现场测试确定300*600*95701200*20625内聚力(kPa)（饱和）0*18*6001200内摩擦角(°)（饱和）28*5*3641抗拉强度(kPa)300700岩土体与锚固体极限粘结强度标准值(kPa)100*40*800*750*800*1200*挡墙基底摩擦系数(μ)0.30*0.25*0.30*0.50*0.45*0.60*岩体水平抗力系数(MN/m3)80*150*80*300*土体水平抗力系数的比例系数(MN/m4)15*35*负摩阻力系数0.25*边坡稳定性计算K0+080右侧高路堤(1-1剖面)填方边坡稳定性计算计算项目：1-1剖面右侧高边坡[计算简图][控制参数]:采用规范: 通用方法计算目标: 安全系数计算滑裂面形状:圆弧滑动法不考虑地震[坡面信息]坡面线段数6坡面线号水平投影(m)竖直投影(m)超载数110.1005.050022.0000.0000314.0008.000042.0000.0000512.0008.000068.0000.0002超载1距离0.010(m)宽1.600(m)荷载(5.00--5.00kPa)270.00(度)超载2距离1.700(m)宽1.750(m)荷载(10.50--10.50kPa)270.00(度)[土层信息]上部土层数2层号层厚重度饱和重度粘结强度孔隙水压(m)(kN/m3)(kN/m3)(kpa)力系数112.00020.00020.000120.000220.00020.00020.000120.000层号粘聚力内摩擦角水下粘聚水下内摩(kPa)(度)力(kPa)擦角(度)11.00034.0001.00033.00021.00030.0000.00028.000层号十字板?强度增十字板羲?强度增长系(kPa)长系数下值(kPa)数水下值12================================================================下部土层数2层号层厚重度饱和重度粘结强度孔隙水压(m)(kN/m3)(kN/m3)(kpa)力系数14.00019.80020.000120.000240.00019.80020.000120.000层号粘聚力内摩擦角水下粘聚水下内摩(kPa)(度)力(kPa)擦角(度)10.00028.00010.00028.00020.00028.00010.00028.000层号十字板?强度增十字板羲?强度增长系(kPa)长系数下值(kPa)数水下值12[水面信息]采用总应力法考虑渗透力作用不考虑边坡外侧静水压力水面线段数6水面线起始点坐标:(0.000,2.760)水面线号水平投影(m)竖直投影(m)12.0000.00022.0000.00033.0000.00044.0000.00055.0000.00066.0000.000[计算条件]圆弧稳定分析方法:Bishop法土条重切向分力与滑动方向反向时:当下滑力对待稳定计算目标:自动搜索最危险滑裂面条分法的土条宽度:1.000(m)搜索时的圆心步长:1.000(m)搜索时的半径步长:0.500(m)计算结果:[计算结果图]最不利滑动面:滑动圆心=(7.327,31.615)(m)滑动半径=26.708(m)滑动安全系数=1.361起始x终止x?liCi謎条实重浮力地震力渗透力附加力X附加力Y下滑力抗滑力m鑙超载竖向地震力地震力(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总的下滑力=132.160(kN)总的抗滑力=180.048(kN)土体部分下滑力=132.160(kN)土体部分抗滑力=180.048(kN)筋带在滑弧切向产生的抗滑力=0.000(kN)筋带在滑弧法向产生的抗滑力 =0.000(kN)②K0+080左侧高路堤(1-1剖面)计算项目：1-1左侧高边坡[计算简图][控制参数]:采用规范: 通用方法计算目标: 安全系数计算滑裂面形状:圆弧滑动法不考虑地震[坡面信息]坡面线段数16坡面线号水平投影(m)竖直投影(m)超载数115.0000.0001超载1距离12.500(m)宽2.500(m)荷载(50.00--50.00kPa)270.00(度)20.0002.000032.5000.000040.0000.000058.8004.400065.0000.0001超载1距离2.500(m)宽2.500(m)荷载(100.00--100.00kPa)270.00(度)70.0006.000086.9100.0001超载1距离4.000(m)宽2.900(m)荷载(60.00--60.00kPa)270.00(度)90.0003.56001012.0008.0000118.0000.0002超载1距离4.000(m)宽4.000(m)荷载(12.96--12.96kPa)270.00(度)超载2距离0.500(m)宽3.000(m)荷载(12.96--12.96kPa)270.00(度)1212.000-8.0000132.0000.00001414.000-8.0000152.0000.00001610.100-5.0500[土层信息]上部土层数2层号层厚重度饱和重度孔隙水压(m)(kN/m3)(kN/m3)力系数112.50020.000214.00020.000层号粘聚力内摩擦角水下粘聚水下内摩(kPa)(度)力(kPa)擦角(度)16.00034.00026.00034.000层号十字板?强度增十字板羲?强度增长系(kPa)长系数下值(kPa)数水下值12================================================================下部土层数3层号层厚重度饱和重度孔隙水压(m)(kN/m3)(kN/m3)力系数12.00020.00024.80020.000340.00025.100层号粘聚力内摩擦角水下粘聚水下内摩(kPa)(度)力(kPa)擦角(度)16.00034.00025.00018.0003600.00040.000层号十字板?强度增十字板羲?强度增长系(kPa)长系数下值(kPa)数水下值123不考虑水的作用[计算条件]圆弧稳定分析方法:Bishop法土条重切向分力与滑动方向反向时:当下滑力对待稳定计算目标:给定圆弧出入、口范围搜索危险滑面条分法的土条宽度:1.000(m)圆弧入口起点x坐标:40.000(m)圆弧入口终点x坐标:80.000(m)圆弧出口起点x坐标:0.000(m)圆弧出口终点x坐标:14.000(m)搜索时的圆心步长:0.500(m)入口搜索步长:1.000(m)出口搜索步长:1.000(m)搜索圆弧底的上限:1000.000(m)搜索圆弧底的下限:-1000.000(m)圆弧限制最小矢高:1.000(m)计算结果:[计算结果图]最不利滑动面:滑动圆心=(21.980,31.642)(m)滑动半径=37.966(m)滑动安全系数=1.353起始x终止x?liCi謎条实重浮力地震力渗透力附加力X附加力Y下滑力抗滑力m鑙超载竖向地震力地震力(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总的下滑力=5033.706(kN)总的抗滑力=6816.494(kN)土体部分下滑力=5033.706(kN)土体部分抗滑力=6816.494(kN)筋带在滑弧切向产生的抗滑力=0.000(kN)筋带在滑弧法向产生的抗滑力 =0.000(kN)②K0+080左侧高路堤(1-1剖面)（洪水工况）计算项目：等厚土层土坡稳定计算6[计算简图][控制参数]:采用规范: 通用方法计算目标: 安全系数计算滑裂面形状:圆弧滑动法不考虑地震[坡面信息]坡面线段数16坡面线号水平投影(m)竖直投影(m)超载数115.0000.0001超载1距离12.500(m)宽2.500(m)荷载(50.00--50.00kPa)270.00(度)20.0002.000032.5000.000040.0000.000058.8004.400065.0000.0001超载1距离2.500(m)宽2.500(m)荷载(100.00--100.00kPa)270.00(度)70.0006.000086.9100.0001超载1距离4.000(m)宽2.900(m)荷载(60.00--60.00kPa)270.00(度)90.0003.56001012.0008.0000118.0000.0002超载1距离4.000(m)宽4.000(m)荷载(12.96--12.96kPa)270.00(度)超载2距离0.500(m)宽3.000(m)荷载(12.96--12.96kPa)270.00(度)1212.000-8.0000132.0000.00001414.000-8.0000152.0000.00001610.100-5.0500[土层信息]上部土层数2层号层厚重度饱和重度孔隙水压(m)(kN/m3)(kN/m3)力系数112.50020.00020.000214.00020.00020.000层号粘聚力内摩擦角水下粘聚水下内摩(kPa)(度)力(kPa)擦角(度)16.00034.0006.00034.00026.00034.0006.00034.000层号十字板?强度增十字板羲?强度增长系(kPa)长系数下值(kPa)数水下值12================================================================下部土层数3层号层厚重度饱和重度孔隙水压(m)(kN/m3)(kN/m3)力系数12.00020.00020.00024.80018.80020.000340.00025.10025.100层号粘聚力内摩擦角水下粘聚水下内摩(kPa)(度)力(kPa)擦角(度)16.00034.0006.00034.00025.00018.0005.00018.0003600.00040.000600.00040.000层号十字板?强度增十字板羲?强度增长系(kPa)长系数下值(kPa)数水下值123[水面信息]采用总应力法考虑渗透力作用不考虑边坡外侧静水压力水面线段数8水面线起始点坐标:(0.000,4.730)水面线号水平投影(m)竖直投影(m)11.0000.00022.0000.00033.0000.00044.0000.00055.0000.000620.0000.000720.0000.000810.0000.000[计算条件]圆弧稳定分析方法:Bishop法土条重切向分力与滑动方向反向时:当下滑力对待稳定计算目标:给定圆弧出入、口范围搜索危险滑面条分法的土条宽度:1.000(m)圆弧入口起点x坐标:40.000(m)圆弧入口终点x坐标:80.000(m)圆弧出口起点x坐标:0.000(m)圆弧出口终点x坐标:14.000(m)搜索时的圆心步长:0.500(m)入口搜索步长:1.000(m)出口搜索步长:1.000(m)搜索圆弧底的上限:1000.000(m)搜索圆弧底的下限:-1000.000(m)圆弧限制最小矢高:1.000(m)计算结果:[计算结果图]最不利滑动面:滑动圆心=(21.980,31.642)(m)滑动半径=37.966(m)滑动安全系数=1.353起始x终止x?liCi謎条实重浮力地震力渗透力附加力X附加力Y下滑力抗滑力m鑙超载竖向地震力地震力(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