軟土地基計(jì)算書(shū)

計(jì)算項(xiàng)目：鳳凰大道建設(shè)工程============================================================================原始條件:計(jì)算目的:計(jì)算沉降、承載力和穩(wěn)定路堤設(shè)計(jì)高度:5.880(m)路堤設(shè)計(jì)頂寬:43.000(m)路堤邊坡坡度:1:1.500工后沉降基如期結(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)與否作穩(wěn)定計(jì)算10.0006.0003.580否26.0009.0002.300否路堤土層數(shù):2超載個(gè)數(shù):0層號(hào)層厚度(m)重度(kN/m3)內(nèi)聚力(kPa)內(nèi)摩擦角(度)15.00017.00017.00035.00020.88022.00017.00035.000地基土層數(shù):6地下水埋深:1.000(m)層號(hào)土層厚度重度飽和重度地基承載力快剪C快剪?固結(jié)快剪豎向固結(jié)系數(shù)水平固結(jié)系數(shù)排水層(m)(kN/m3)(kN/m3)(kPa)(kPa)(度)?(度)(10^-4cm2/s)(10^-4cm2/s)10.60017.00020.000100.00025.0005.00015.0000.000.00否22.90018.90019.500140.00039.00011.00015.00015.0015.00否314.30019.30019.933250.00073.00015.00015.00015.0015.00否41.40017.00020.000240.00025.0005.00015.0000.000.00否58.30017.00020.000500.00025.0005.00015.0000.000.00否623.10017.00020.000650.00025.0005.00015.0000.000.00否層號(hào)e(0)e(50)e(100)e(200)e(300)e(400)e(500)e(600)e(800)10.7210.6760.6360.6020.5870.5770.5730.5700.570層號(hào)e(0)e(50)e(100)e(200)e(300)e(400)20.8490.8090.7970.7710.7520.73830.7580.7370.7230.7050.6910.680層號(hào)e(0)e(50)e(100)e(200)e(300)e(400)e(500)e(600)e(800)40.7210.6760.6360.6020.5870.5770.5730.5700.57050.7210.6760.6360.6020.5870.5770.5730.5700.57060.7210.6760.6360.6020.5870.5770.5730.5700.570承載力計(jì)算參數(shù): 承載力驗(yàn)算公式:p≤鉘[fa] 驗(yàn)算點(diǎn)距離中線距離:0.000(m) 承載力抗力系數(shù)鉘:1.00 承載力修正公式:[fa]=[fa0]+?2(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)算采用辦法:微分方程數(shù)值解法平均固結(jié)度修正辦法:改善的太沙基法多級(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)算辦法:經(jīng)驗(yàn)系數(shù)法主固結(jié)沉降計(jì)算辦法:e-p曲線法沉降計(jì)算不考慮超載沉降修正系數(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)算辦法:按多層土實(shí)際容重計(jì)算計(jì)算時(shí)考慮彌補(bǔ)地基沉降引發(fā)的路堤增高量工后基如期起算時(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)算辦法:有效固結(jié)應(yīng)力法穩(wěn)定計(jì)算不考慮超載穩(wěn)定計(jì)算不考慮地震力穩(wěn)定計(jì)算目的: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0.0~6.0月加載開(kāi)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=3.654(m)，沉降=0.074(m)第2級(jí)加荷，從6.0~9.0月加載開(kāi)始時(shí)，路基計(jì)算高度=3.654(m)，沉降=0.074(m)加載結(jié)束時(shí)，路基計(jì)算高度=6.031(m)，沉降=0.151(m)============================================================================(二)路面竣工時(shí)及后來(lái)的沉降計(jì)算基如期開(kāi)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=6.031(m)路面竣工時(shí),地基沉降=0.151(m)路面竣工后,基如期內(nèi)的殘存沉降=0.076(m)基如期結(jié)束時(shí),地基沉降=0.227(m)最后地基總沉降=1.200*0.381=0.457(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)-42.4480.0000.0000.151-39.4160.0000.0000.151-36.3840.0000.0000.151-33.3520.0000.0000.151-30.3200.0250.0250.126-27.2880.0710.0460.080-24.2560.1040.0340.047-21.2240.1330.0290.018-18.1920.1410.0080.010-15.1600.1450.0040.006-12.1280.1470.0030.004-9.0960.1490.0020.002-6.0640.1500.0010.001-3.0320.1510.0010.000-0.0000.1510.0000.0003.0320.151-0.0000.0006.0640.150-0.0010.0019.0960.149-0.0010.00212.1280.147-0.0020.00415.1600.145-0.0030.00618.1920.141-0.0040.01021.2240.133-0.0080.01824.2560.104-0.0290.04727.2880.071-0.0340.08030.3200.025-0.0460.12633.3520.000-0.0250.15136.3840.0000.0000.15139.4160.0000.0000.15142.4480.0000.0000.151路堤竣工時(shí)，由于地基沉降引發(fā)路堤填筑面積增量:(1)由各點(diǎn)計(jì)算沉降梯形積分辦法得腣=7.753(m2)(2)按照《鐵路路基手冊(cè)》辦法得膕=0.151(m)腣=6.099(m2)按照《鐵路路基手冊(cè)》辦法，路堤頂面單側(cè)加寬量:腤=0.229~0.275(m)基如期結(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)-42.4480.0000.0000.227-39.4160.0000.0000.227-36.3840.0000.0000.227-33.3520.0000.0000.227-30.3200.0440.0440.183-27.2880.1060.0620.120-24.2560.1550.0490.071-21.2240.1960.0410.030-18.1920.2110.0140.016-15.1600.2170.0070.009-12.1280.2220.0040.005-9.0960.2240.0020.003-6.0640.2250.0010.001-3.0320.2260.0010.000-0.0000.2270.0000.0003.0320.226-0.0000.0006.0640.225-0.0010.0019.0960.224-0.0010.00312.1280.222-0.0020.00515.1600.217-0.0040.00918.1920.211-0.0070.01621.2240.196-0.0140.03024.2560.155-0.0410.07127.2880.106-0.0490.12030.3200.044-0.0620.18333.3520.000-0.0440.22736.3840.0000.0000.22739.4160.0000.0000.22742.4480.0000.0000.227路基橫斷面各點(diǎn)的最后沉降(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)-42.4480.0000.0000.457-39.4160.0000.0000.457-36.3840.0000.0000.457-33.3520.0000.0000.457-30.3200.1080.1080.349-27.2880.2090.1010.247-24.2560.2930.0840.164-21.2240.3640.0710.092-18.1920.4000.0350.057-15.1600.4210.0210.036-12.1280.4360.0150.021-9.0960.4460.0100.011-6.0640.4520.0060.005-3.0320.4560.0040.001-0.0000.4570.0010.0003.0320.456-0.0010.0016.0640.452-0.0040.0059.0960.446-0.0060.01112.1280.436-0.0100.02115.1600.421-0.0150.03618.1920.400-0.0210.05721.2240.364-0.0350.09224.2560.293-0.0710.16427.2880.209-0.0840.24730.3200.108-0.1010.34933.3520.000-0.1080.45736.3840.000-0.0000.45739.4160.000-0.0000.45742.4480.000-0.0000.457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)度層最后層現(xiàn)在分層主固層累計(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)106.9111.2(0.632)0.95420.02970.02860.02470.02472.161.400(1.100)0.6000.1009.4(0.713)106.9116.3(0.630)0.89920.00580.00530.00480.02952.231.400(1.100)1.1000.50014.9(0.837)106.9121.8(0.791)0.84410.01490.01300.01240.04204.301.270(0.970)1.6000.50021.1(0.832)106.9128.0(0.790)0.75250.01390.01100.01150.05354.631.237(0.937)2.1000.50025.8(0.828)106.9132.7(0.788)0.66080.01300.00930.01090.06444.921.208(0.908)2.6000.50030.6(0.824)106.9137.5(0.787)0.56910.01220.00780.01020.07455.251.175(0.875)3.1000.50035.3(0.820)106.9142.2(0.786)0.47740.01140.00640.00950.08405.641.136(0.836)3.5000.40039.6(0.817)106.8146.4(0.785)0.39490.00850.00420.00710.09116.031.097(0.797)4.0000.50044.0(0.739)106.8150.8(0.714)0.31240.00880.00380.00730.09847.290.978(0.689)4.5000.50049.0(0.737)106.7155.7(0.713)0.22070.00840.00290.00700.10547.620.953(0.677)5.0000.50053.9(0.736)106.6160.6(0.712)0.12910.00820.00220.00680.11237.810.939(0.670)5.5000.50058.9(0.735)106.5165.4(0.711)0.06970.00800.00180.00670.11907.950.929(0.664)6.0000.50063.9(0.733)106.4170.3(0.710)0.06300.00790.00170.00660.12558.100.917(0.659)6.5000.50068.8(0.732)106.3175.1(0.709)0.05640.00770.00160.00640.13208.260.906(0.653)7.0000.50073.8(0.730)106.1179.9(0.709)0.04970.00760.00160.00630.13838.420.893(0.647)7.5000.50078.8(0.729)105.9184.7(0.708)0.04300.00740.00150.00620.14448.590.881(0.640)8.0000.50083.7(0.728)105.7189.5(0.707)0.03640.00720.00140.00600.15058.770.867(0.634)8.5000.50088.7(0.726)105.5194.2(0.706)0.02970.00710.00140.00590.15648.950.854(0.627)9.0000.50093.7(0.725)105.3198.9(0.705)0.02300.00690.00130.00580.16219.150.839(0.619)9.5000.50098.6(0.724)105.0203.6(0.704)0.01640.00670.00120.00560.16779.440.817(0.609)10.0000.500103.6(0.723)104.7208.3(0.704)0.00970.00650.00110.00550.17319.600.805(0.602)10.5000.500108.6(0.722)104.4213.0(0.703)0.00470.00640.00110.00540.17859.710.796(0.598)11.0000.500113.5(0.721)104.1217.6(0.703)0.00430.00640.00110.00530.18389.830.788(0.594)11.5000.500118.5(0.720)103.7222.2(0.702)0.00390.00630.00110.00520.18909.940.779(0.590)12.0000.500123.5(0.719)103.3226.8(0.701)0.00350.00620.00100.00510.194110.060.770(0.585)12.5000.500128.4(0.718)102.9231.4(0.701)0.00300.00610.00100.00510.199210.190.761(0.580)13.0000.500133.4(0.717)102.5235.9(0.700)0.00260.00600.00100.00500.204210.310.751(0.576)13.5000.500138.4(0.716)102.1240.4(0.699)0.00220.00590.00100.00490.209010.450.742(0.571)14.0000.500143.3(0.715)101.6244.9(0.699)0.00180.00580.00100.00480.213910.580.731(0.566)14.5000.500148.3(0.714)101.1249.4(0.698)0.00140.00570.00100.00470.218610.720.721(0.560)15.0000.500153.3(0.713)100.6253.9(0.698)0.00100.00560.00090.00460.223210.870.710(0.555)15.5000.500158.2(0.713)100.1258.4(0.697)0.00070.00550.00090.00450.227711.020.699(0.549)16.0000.500163.2(0.712)99.6262.8(0.696)0.00060.00530.00090.00450.232211.170.687(0.543)16.5000.500168.2(0.711)99.1267.2(0.696)0.00050.00520.00090.00440.236611.340.675(0.537)17.0000.500173.1(0.710)98.5271.6(0.695)0.00050.00510.00090.00430.240811.510.662(0.531)17.5000.500178.1(0.709)97.9276.0(0.695)0.00040.00500.00080.00420.245011.690.649(0.524)17.8000.300182.1(0.708)97.5279.6(0.694)0.00030.00300.00050.00250.247511.830.638(0.519)18.3000.500186.1(0.607)97.0283.1(0.590)0.00030.00640.00110.00540.25299.060.845(0.623)18.8000.500191.1(0.605)96.4287.5(0.589)0.00020.00600.00100.00500.25799.580.807(0.603)19.2000.400195.6(0.604)95.9291.4(0.588)0.00020.00460.00080.00380.261710.100.768(0.584)19.7000.500200.1(0.602)95.3295.4(0.588)0.00010.00540.00090.00450.266210.680.724(0.562)20.2000.500205.1(0.601)94.7299.8(0.587)0.00000.00530.00090.00440.270610.670.724(0.562)20.7000.500210.1(0.600)94.1304.1(0.587)0.00000.00520.00090.00430.274910.830.713(0.556)21.2000.500215.1(0.600)93.4308.5(0.586)0.00000.00510.00080.00420.279211.000.700(0.550)21.7000.500220.1(0.599)92.8312.9(0.586)0.00000.00500.00080.00420.283311.180.687(0.543)22.2000.500225.1(0.598)92.1317.2(0.585)0.00000.00490.00080.00410.287411.360.673(0.536)22.7000.500230.1(0.597)91.5321.6(0.585)0.00000.00480.00080.00400.291411.560.658(0.529)23.2000.500235.1(0.597)90.8325.9(0.584)0.00000.00460.00080.00390.295211.760.643(0.521)23.7000.500240.1(0.596)90.2330.2(0.584)0.00000.00450.00080.00380.299011.980.627(0.513)24.2000.500245.1(0.595)89.5334.6(0.584)0.00000.00440.00070.00370.302612.210.609(0.505)24.7000.500250.1(0.594)88.9338.9(0.583)0.00000.00430.00070.00360.306212.450.591(0.496)25.2000.500255.1(0.594)88.2343.3(0.583)0.00000.00420.00070.00350.309712.700.572(0.486)25.7000.500260.1(0.593)87.6347.6(0.582)0.00000.00400.00070.00340.313112.970.552(0.476)26.2000.500265.1(0.592)86.9351.9(0.582)0.00000.00390.00070.00330.316313.260.531(0.465)26.7000.500270.1(0.591)86.2356.3(0.581)0.00000.00380.00060.00320.319513.560.508(0.454)27.2000.500275.1(0.591)85.6360.6(0.581)0.00000.00370.00060.00310.322613.880.484(0.442)27.5000.300279.1(0.590)85.0364.1(0.581)0.00000.00220.00040.00180.324414.160.463(0.432)28.0000.500283.1(0.590)84.5367.6(0.580)0.00000.00350.00060.00290.327314.450.441(0.421)28.5000.500288.1(0.589)83.9371.9(0.580)0.00000.00340.00060.00280.330214.830.413(0.406)29.0000.500293.1(0.588)83.2376.3(0.579)0.00000.00330.00050.00270.332915.240.390(0.390)29.5000.500298.1(0.587)82.6380.6(0.579)0.00000.00320.00050.00260.335515.690.372(0.372)30.0000.500303.1(0.587)81.9385.0(0.579)0.00000.00310.00050.00260.338115.870.365(0.365)30.5000.500308.1(0.586)81.3389.3(0.578)0.00000.00310.00050.00260.340715.860.366(0.366)31.0000.500313.1(0.586)80.6393.7(0.578)0.00000.00310.00050.00250.343215.860.366(0.366)31.5000.500318.1(0.585)80.0398.1(0.577)0.00000.00300.00050.00250.345715.850.366(0.366)32.0000.500323.1(0.585)79.4402.4(0.577)0.00000.00290.00050.00250.348216.140.354(0.354)32.5000.500328.1(0.584)78.7406.8(0.577)0.00000.00280.00050.00240.350516.710.332(0.332)33.0000.500333.1(0.584)78.1411.2(0.577)0.00000.00270.00050.00230.352817.320.307(0.307)33.5000.500338.1(0.583)77.5415.6(0.576)0.00000.00260.00040.00220.354918.000.280(0.280)34.0000.500343.1(0.583)76.9419.9(0.576)0.00000.00250.00040.00210.357018.740.250(0.250)34.5000.500348.1(0.582)76.3424.3(0.576)0.00000.00230.00040.00190.358919.570.217(0.217)35.0000.500353.1(0.582)75.7428.7(0.576)0.00000.00220.00040.00180.360820.480.200(0.200)35.5000.500358.1(0.581)75.1433.1(0.576)0.00000.00210.00030.00170.362521.510.200(0.200)36.0000.500363.1(0.581)74.5437.5(0.575)0.00000.00200.00030.00160.364222.660.200(0.200)36.5000.500368.1(0.580)73.9442.0(0.575)0.00000.00190.00030.00150.365723.970.200(0.200)37.0000.500373.1(0.580)73.3446.4(0.575)0.00000.00170.00030.00140.367225.460.200(0.200)37.5000.500378.1(0.579)72.7450.8(0.575)0.00000.00160.00030.00130.368527.180.200(0.200)38.0000.500383.1(0.579)72.2455.2(0.575)0.00000.00150.00020.00120.369729.190.200(0.200)38.5000.500388.1(0.578)71.6459.7(0.575)0.00000.00140.00020.00110.370931.560.200(0.200)39.0000.500393.1(0.578)71.0464.1(0.574)0.00000.00120.00020.00100.371934.400.200(0.200)39.5000.500398.1(0.577)70.5468.5(0.574)0.00000.00110.00020.00090.372837.860.200(0.200)40.0000.500403.1(0.577)69.9473.0(0.574)0.00000.00110.00020.00090.373739.420.200(0.200)40.5000.500408.1(0.577)69.4477.4(0.574)0.00000.00110.00020.00090.374639.420.200(0.200)41.0000.500413.1(0.576)68.9481.9(0.574)0.00000.00100.00020.00090.375539.410.200(0.200)41.5000.500418.1(0.576)68.3486.4(0.574)0.00000.00100.00020.00090.376339.410.200(0.200)42.0000.500423.1(0.576)67.8490.9(0.573)0.00000.00100.00020.00090.377239.400.200(0.200)42.5000.500428.1(0.576)67.3495.3(0.573)0.00000.00100.00020.00090.378139.400.200(0.200)43.0000.500433.1(0.576)66.8499.8(0.573)0.00000.00100.00020.00080.378939.390.200(0.200)43.5000.500438.1(0.575)66.2504.3(0.573)0.00000.00100.00020.00080.379740.040.200(0.200)44.0000.500443.1(0.575)65.7508.8(0.573)0.00000.00100.00020.00080.380540.750.200(0.200)最下面分層附加應(yīng)力與自重應(yīng)力之比=14.839%<=15.000%壓縮模量當(dāng)量值=10.434Mpa,按地基規(guī)范GB50007-表5.3.5的沉降計(jì)算經(jīng)驗(yàn)系數(shù)=0.742(0.571)============================================================================(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=30.320(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)0.000.0000.0000.0000.600.3580.3650.0031.200.7160.7310.0071.801.0741.0960.0132.401.4321.4620.0213.001.7901.8270.0293.602.1482.1930.0374.202.5062.5580.0464.802.8642.9230.0555.403.2223.2890.0656.003.5803.6540.0746.303.8103.8920.0816.604.0404.1300.0886.904.2704.3670.0957.204.5004.6050.1027.504.7304.8430.1097.804.9605.0800.1178.105.1905.3180.1258.405.4205.5560.1348.705.6505.7930.1429.005.8806.0310.15127.005.8806.0310.16845.005.8806.0310.18163.005.8806.0310.19181.005.8806.0310.19999.005.8806.0310.206117.005.8806.0310.211135.005.8806.0310.216153.005.8806.0310.220171.005.8806.0310.224189.005.8806.0310.227============================================================================(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=30.320(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)0.000.0000.0000.600.3580.0581.200.7160.1171.801.0740.1752.401.4320.2333.001.7900.2923.602.1480.3504.202.5060.4084.802.8640.4675.403.2220.5256.003.5800.5836.303.8100.6256.604.0400.6676.904.2700.7087.204.5000.7507.504.7300.7927.804.9600.8338.105.1900.8758.405.4200.9178.705.6500.9589.005.8801.00027.005.8801.00045.005.8801.00063.005.8801.00081.005.8801.00099.005.8801.000117.005.8801.000135.005.8801.000153.005.8801.000171.005.8801.000189.005.8801.000============================================================================(五)穩(wěn)定計(jì)算(1)第1級(jí)加荷,從0.0~6.0月,路基設(shè)計(jì)高度3.580(m),路基計(jì)算高度(考慮沉降影響)3.654(m)，加載結(jié)束時(shí)穩(wěn)定成果顧客不規(guī)定作穩(wěn)定計(jì)算(2)第2級(jí)加荷,從6.0~9.0月,路基設(shè)計(jì)高度5.880(m),路基計(jì)算高度(考慮沉降影響)6.031(m)，加載結(jié)束時(shí)穩(wěn)定成果顧客不規(guī)定作穩(wěn)定計(jì)算============================================================================地基承載力計(jì)算計(jì)算點(diǎn)深度pzpczpz+pczfaz(m)(m)(kPa)(kPa)(kPa)(kPa)0.000.000.00.00.0100.00.000.602.210.212.4150.20.003.5012.466.578.9316.50.0017.8036.7351.6388.2591.60.0019.2037.5379.6417.1879.60.0027.5040.5545.6586.01195.60.0050.6039.31007.61046.81657.62.000.0023.20.023.2100.02.000.6023.310.233.5150.22.003.5027.666.594.1316.52.0017.8043.4351.6395.0591.62.0019.2043.9379.6423.4879.62.0027.5045.0545.6590.51195.62.0050.6041.41007.61048.91657.64.000.0046.50.046.5100.04.000.6046.510.256.7150.24.003.5047.366.5113.9316.54.0017.8050.6351.6402.1591.64.0019.2050.5379.6430.1879.64.0027.5049.6545.6595.11195.64.0050.6043.41007.61051.01657.67.500.0087.20.087.2100.07.500.6087.610.297.8150.27.503.5082.666.5149.2316.57.5017.8063.1351.6414.6591.67.5019.2062.2379.6441.7879.67.5027.5057.6545.6603.11195.67.5050.6046.91007.61054.51657.68.820.00106.90.0106.9100.08.820.60104.110.2114.3150.28.823.5092.966.5159.4316.58.8217.8067.5351.6419.1591.68.8219.2066.3379.6445.9879.68.8227.5060.5545.6606.01195.68.8250.6048.21007.61055.71657.610.820.00106.90.0106.9100.010.820.60106.910.2117.1150.210.823.50101.566.5168.0316.510.8217.8073.7351.6425.3591.610.8219.2072.2379.6451.7879.610.8227.5064.7545.6610.21195.610.8250.6050.01007.61057.51657.612.820.00106.90.0106.9100.012.820.60106.910.2117.1150.212.823.50104.766.5171.2316.512.8217.8079.2351.6430.7591.612.8219.2077.4379.6456.9879.612.8227.5068.6545.6614.11195.612.8250.6051.71007.61059.21657.614.820.00106.90.0106.9100.014.820.60106.910.2117.1150.214.823.50105.866.5172.3316.514.8217.8083.8351.6435.3591.614.8219.2081.8379.6461.4879.614.8227.5072.1545.6617.61195.614.8250.6053.31007.61060.81657.616.820.00106.90.0106.9100.016.820.60106.910.2117.1150.216.823.50106.366.5172.8316.516.8217.8087.5351.6439.1591.616.8219.2085.6379.6465.1879.616.8227.5075.2545