PAGEPAGE2蜀都中學(xué)東側(cè)周邊道路工程邊坡支護(hù)計算書目錄9551邊坡支護(hù)計算書 044641.設(shè)計資料 2227952.設(shè)計依據(jù) 2160503.Φ1500mm懸臂樁計算 3304703.1.樁基計算 3302423.2.樁間板驗(yàn)算 953034.Φ1800mm錨拉樁計算 9267944.1.B6#~B19#軸樁計算 949734.1.1.樁基計算 10159384.1.2.錨索計算 1880854.1.3.錨墩局壓驗(yàn)算 19277954.1.4.擋板計算 20121315.Φ1500mm錨拉樁計算 21131915.1.A6#~A15#、B5#軸樁計算 2191065.1.1.樁基計算 21305865.1.2.錨索計算 288565.1.3.錨墩局壓驗(yàn)算 29117606.衡重式擋墻穩(wěn)定性計算 31216957.折背式擋墻穩(wěn)定性計算 39309718.邊坡穩(wěn)定性計算 46238108.1坡頂土質(zhì)邊坡圓弧滑動驗(yàn)算 46119478.2巖質(zhì)邊坡驗(yàn)算 49124529.計算結(jié)論 50蜀都中學(xué)東側(cè)周邊道路工程邊坡支護(hù)計算書設(shè)計資料蜀都中學(xué)東側(cè)周邊道路工程包含兩條道路，分別為東側(cè)道路及南側(cè)道路。1）東側(cè)道路東側(cè)道路近期起點(diǎn)起于與南側(cè)道路和蜀都中學(xué)一支路交叉口附近，終點(diǎn)止于K0+290處，與臨時道路接順；道路實(shí)施范圍為K0+000~K0+290，實(shí)施長度約290m，為雙向四車道，標(biāo)準(zhǔn)路幅寬度22m，設(shè)計車速為30Km/h，道路等級為城市次干路。為方便周邊居民出行，設(shè)置臨時道路起點(diǎn)與東側(cè)道路順接，終點(diǎn)與建新西路平交；道路實(shí)施范圍為K0+290~K0+413.542，實(shí)施長度約123.542m，為雙向四車道，標(biāo)準(zhǔn)路幅寬度16.5m，設(shè)計車速為20Km/h，除特殊情況外，設(shè)計指標(biāo)參照支路最低標(biāo)準(zhǔn)執(zhí)行。2）南側(cè)道路起點(diǎn)接蜀都中學(xué)西側(cè)道路，終點(diǎn)止于東側(cè)道路。道路實(shí)施起點(diǎn)為K0+008.162，道路實(shí)施終點(diǎn)為K0+215.209，道路全長約為207.047m，其中道路規(guī)劃長度約為202.21m，交叉口改造段長度約為5.066m。為雙向四車道，標(biāo)準(zhǔn)路幅寬度20m，設(shè)計車速為30Km/h，道路等級為城市次干路。3）分標(biāo)段工程規(guī)模及設(shè)計范圍為配合聯(lián)發(fā)地塊建設(shè)，本項(xiàng)目根據(jù)業(yè)主建設(shè)計劃要求，項(xiàng)目劃分標(biāo)段實(shí)施。一標(biāo)段包含東側(cè)道路近期方案K0+000-K0+160段路基部分土石方、K0+160-終點(diǎn)段全工程，以及南側(cè)道路全路段路基部分土石方。其中東側(cè)道路K0+000-K0+160段，南側(cè)道路全路段均以地塊±0m標(biāo)高作為路基標(biāo)高開挖，道路紅線作為土方邊界進(jìn)行計量。二標(biāo)段包含東側(cè)道路近期方案K0+000-K0+160段剩余全工程，以及南側(cè)道路剩余全工程。本項(xiàng)目結(jié)構(gòu)計算主要為邊坡支擋結(jié)構(gòu)計算。本次計算軟件采用理正巖土7.0版。設(shè)計依據(jù)《工程結(jié)構(gòu)通用規(guī)范》（GB55001-2021）《混凝土結(jié)構(gòu)通用規(guī)范》（GB55008-2021）《建筑邊坡工程技術(shù)規(guī)范》（GB50330-2013）《公路路基設(shè)計規(guī)范》（JTGD30-2015）《混凝土結(jié)構(gòu)設(shè)計標(biāo)準(zhǔn)》（2024年版）（GB50010-2010）《建筑基坑支護(hù)技術(shù)規(guī)程》（JGJ120-2012）Φ1500mm懸臂樁計算懸臂樁位于邊坡收坡處（A1~A5#、B1#~B4#），該型樁取最不利情況進(jìn)行計算，樁最大計算臨空高度10.0m（含1.5m管溝開挖，實(shí)際建成后最大臨空約8.3m）,樁間距最大4.5m。樁基計算1.總控制信息路基型式路塹地區(qū)類型一般地區(qū)支護(hù)類型樁＋板結(jié)構(gòu)重要性系數(shù)1.10抗震設(shè)計烈度(度)配筋計算水平地震系數(shù)Kh水上地震角(度)水下地震角(度)重要性修正系數(shù)Ci綜合影響系數(shù)Cz2.坡線、土層和水位1)坡線信息坡線數(shù)1坡線水平投影豎向投影坡線長坡線仰角荷載數(shù)序號長(m)長(m)(m)(°)130.0000.00030.0000.0001坡線荷載：荷載荷載類型P1P2X1(m)X2(m)序號(kN,kN/m)(kN/m)1-1分布力35.00035.0000.00024.0002)土層信息樁前地面橫坡無橫坡樁前地面橫坡角(度)0.000樁后橫坡角(度)0.000結(jié)構(gòu)與土摩擦角(度)12.500嵌固段以上土層數(shù):1序號地層地層重度浮重度粘聚力內(nèi)摩擦綜合內(nèi)摩土摩阻計算m,c,K承載KHηR類型厚(m)(kN/m3)(kN/m3)(kPa)角(°)擦角(°)力(kPa)方法力(kPa)(MPa)1巖層10.00025.8000.00052.000300.000K法75.0003000.0000.5000.30010.000嵌固段土層數(shù):1序號地層地層重度浮重度粘聚力內(nèi)摩擦綜合內(nèi)摩土摩阻計算m,c,K承載KHηR類型厚(m)(kN/m3)(kN/m3)(kPa)角(°)擦角(°)力(kPa)方法力(kPa)(MPa)1巖層10.00025.8000.00052.000300.000K法75.0003000.0000.5000.30010.0003)水位信息非浸水地區(qū)，無水位信息3.計算模型1)樁前覆土模型：彈簧模型4.樁信息1)樁基本信息樁前地面以上長度(m)10.000嵌固點(diǎn)深度(m)0.000懸臂長度(m)10.000嵌固長度(m)4.000截面形狀圓形樁徑D(m)1.500樁中心距(m)4.500樁底支承條件自由坡線數(shù)12)樁配筋信息樁作用綜合分項(xiàng)系數(shù)1.40樁混凝土強(qiáng)度等級C35樁縱筋合力點(diǎn)到外皮距離(mm)80樁容重(kN/m3)25.00樁縱筋級別HRB400樁箍筋級別HRB4005.板信息1)板尺寸信息樁間板類型直板樁間板的種類數(shù)1板的搭接長度(m)0.500板類型號板厚(mm)板寬(m)板塊數(shù)13501.000102)板配筋信息板作用綜合分項(xiàng)系數(shù)1.400混凝土強(qiáng)度等級C35鋼筋合力點(diǎn)到邊緣距離(mm)25板縱筋級別HRB400板選筋鋼筋直徑167.結(jié)構(gòu)上自定義荷載以及荷載組合1)樁頂自定義荷載樁頂自定義荷載數(shù)：02)樁荷載組合[庫侖土壓力(一般)組合]荷載號荷載名稱是否參與調(diào)整系數(shù)1樁自重√1.0002樁頂恒載√1.0003樁頂活載√1.0004樁后主動土壓力√1.0002)板荷載組合[庫侖土壓力(一般)組合]荷載號荷載名稱是否參與調(diào)整系數(shù)1板后主動土壓力√1.000原始條件:鋼筋混凝土配筋計算依據(jù):《混凝土結(jié)構(gòu)設(shè)計規(guī)范GB50010-2010》(一)樁身內(nèi)力計算1.當(dāng)前計算工況的開挖深度：10.000按實(shí)際墻背計算得到:第1破裂角：19.782(度)Ea=157.079(kN)Ex=153.355(kN)Ey=33.998(kN)作用點(diǎn)到嵌固點(diǎn)距離Zy=3.453(m)第1嵌固段地層計算方法:K法 背側(cè)——為擋土側(cè)；面?zhèn)取獮榉菗跬羵?cè)。背側(cè)最大彎矩=2525.051(kN-m)距離樁頂10.400(m)面?zhèn)茸畲髲澗?0.000(kN-m)距離樁頂0.000(m)最大剪力=1066.763(kN)距離樁頂12.200(m)最大位移=-62(mm)點(diǎn)號距頂距離彎矩剪力位移土反力(m)(kN-m)(kN)(mm)(kPa)1-0.0000.0100.174-62.210.00020.2000.053-0.827-61.120.00030.4000.368-2.514-60.040.00040.6001.090-4.788-58.950.00050.8002.318-7.574-57.870.00061.0004.154-10.873-56.780.00071.2006.701-14.684-55.690.00081.40010.061-19.007-54.610.00091.60014.338-23.843-53.520.000101.80019.633-29.191-52.440.000112.00026.048-35.051-51.350.000122.20033.687-41.424-50.270.000132.40042.652-48.309-49.180.000142.60053.045-55.706-48.100.000152.80064.969-63.616-47.010.000163.00078.526-72.038-45.930.000173.20093.818-80.973-44.850.000183.400110.949-90.420-43.760.000193.600130.020-100.379-42.680.000203.800151.135-110.851-41.600.000214.000174.395-121.835-40.520.000224.200199.903-133.331-39.440.000234.400227.761-145.340-38.360.000244.600258.073-157.861-37.280.000254.800290.940-170.894-36.200.000265.000326.465-184.440-35.130.000275.200364.750-198.498-34.060.000285.400405.898-213.069-32.980.000295.600450.012-228.152-31.910.000305.800497.193-243.747-30.850.000316.000547.545-259.855-29.780.000326.200601.169-276.475-28.720.000336.400658.169-293.607-27.660.000346.600718.646-311.252-26.610.000356.800782.704-329.409-25.550.000367.000850.444-348.078-24.510.000377.200921.969-367.260-23.460.000387.400997.382-386.954-22.420.000397.6001076.785-407.160-21.390.000407.8001160.280-427.879-20.360.000418.0001247.971-449.111-19.340.000428.2001339.958-470.854-18.320.000438.4001436.347-493.110-17.310.000448.6001537.237-515.878-16.310.000458.8001642.732-539.159-15.320.000469.0001752.935-562.952-14.330.000479.2001867.947-587.258-13.360.000489.4001987.872-612.075-12.390.000499.6002112.812-637.405-11.430.000509.8002242.957-661.252-10.490.0005110.0002377.391-600.359-9.55-0.0005210.2002480.279-369.485-8.63-647.2165310.4002525.051-93.590-7.72-578.9815410.6002517.715151.816-6.82-511.7115510.8002464.325367.167-5.94-445.4035611.0002370.849552.890-5.07-380.0375711.2002243.169709.403-4.21-315.5775811.4002087.088837.102-3.36-251.9755911.6001908.328936.360-2.52-189.1716011.8001712.5431007.521-1.69-127.0986112.0001505.3201050.896-0.88-65.6806212.2001292.1851066.763-0.06-4.8396312.4001078.6151055.3620.7455.5076412.600870.0391016.8991.54115.4396512.800671.855951.5422.33175.0386613.000489.423859.4243.13234.3776713.200328.086740.6453.91293.5286813.400193.165595.2774.70352.5516913.60089.974423.3665.49411.4997013.80023.819224.9366.27470.4097114.000-0.00059.5477.06529.308樁底豎向合力=652.50(kN)，樁底面積A=1.767(m2)樁底所在土層承載力=3000.00(kPa)故樁的豎向地基承載力滿足。(二)樁身配筋計算點(diǎn)號距頂距離彎矩剪力全部縱筋箍筋(m)(kN.m)(kN)(mm2)(mm2/m)10.0001.0000.2439719138220.2001.000-1.1589719138230.4001.000-3.5209719138240.6001.526-6.7039719138250.8003.245-10.6049719138261.0005.815-15.2229719138271.2009.381-20.5579719138281.40014.086-26.6109719138291.60020.073-33.38097191382101.80027.486-40.86797191382112.00036.468-49.07197191382122.20047.162-57.99397191382132.40059.713-67.63297191382142.60074.263-77.98997191382152.80090.956-89.06397191382163.000109.936-100.85497191382173.200131.346-113.36297191382183.400155.329-126.58897191382193.600182.028-140.53197191382203.800211.589-155.19197191382214.000244.153-170.56997191382224.200279.864-186.66497191382234.400318.866-203.47697191382244.600361.302-221.00597191382254.800407.316-239.25297191382265.000457.051-258.21697191382275.200510.650-277.89897191382285.400568.258-298.29697191382295.600630.017-319.41297191382305.800696.071-341.24697191382316.000766.563-363.79697191382326.200841.637-387.06497191382336.400921.436-411.05097191382346.6001006.105-435.75297191382356.8001095.785-461.17297191382367.0001190.621-487.30997191382377.2001290.757-514.16497191382387.4001396.335-541.73697191382397.6001507.499-570.02597191382407.8001624.392-599.03197191382418.0001747.159-628.75597191382428.2001875.942-659.19697191382438.4002010.885-690.35498341382448.6002152.132-722.230105901382458.8002299.825-754.823113871382469.0002454.108-788.133122271382479.2002615.126-822.161131111382489.4002783.021-856.905140411382499.6002957.936-892.368150181382509.8003140.140-925.7531604413825110.0003328.347-840.5031711413825210.2003472.391-517.2781793813825310.4003535.072-131.0261829813825410.6003524.801212.5421823913825510.8003450.055514.0331781013825611.0003319.188774.0461706113825711.2003140.437993.1641604613825811.4002921.9231171.9431481613825911.6002671.6581310.9041342313826011.8002397.5601410.5291191813826112.0002107.4471471.2541035113826212.2001809.0591493.468971913826312.4001510.0611477.507971913826412.6001218.0551423.659971913826512.800940.5961332.159971913826613.000685.1921203.193971913826713.200459.3201036.903971913826813.400270.431833.388971913826913.600125.964592.712971913827013.80033.346314.911971913827114.0000.00083.36697191382樁配筋面積最終結(jié)果：縱筋最大為18298(mm2)抗剪箍筋最大為1382(mm2/m)樁間板驗(yàn)算[板后土壓力]按實(shí)際墻背計算得到:第1破裂角：19.782(度)Ea=157.079(kN)Ex=153.355(kN)Ey=33.998(kN)作用點(diǎn)到嵌固點(diǎn)距離Zy=3.453(m)板類型：直板取單位寬度板長計算板類型號:1板的計算長度l=4.500-1.500+0.500=3.500(m)板上荷載(取板段最大荷載力)：q=29.567(kN/m)板下緣距頂距離：10.000(m)板厚：b=350(mm)[內(nèi)力計算]板上最大彎矩：M=ql2/8=45.274(kN·m)板上最大剪力：V=ql/2=51.742(kN)板上支座反力：F=ql/2=51.742(kN)[混凝土抗剪計算]板作用綜合分項(xiàng)系數(shù)：ks=1.400剪力設(shè)計值：V=72.438(kN)V<=0.7ftbh0=0.7×1.570×1000.000×325.000=357175.000(N)=357.175(kN)混凝土抗剪滿足要求[配筋計算]板作用綜合分項(xiàng)系數(shù)：ks=1.400彎矩設(shè)計值：M=63.384(kN·m)計算配筋面積：As=700(mm2)板寬：B=1.000(m)單塊板上配筋面積：As=AsB=700(mm2)==================================================控制配筋結(jié)果板類型號 單塊板計算配筋面積(mm2)1 700Φ1800mm錨拉樁計算B6#~B19#軸樁計算該型樁位于南側(cè)道路，取最不利情況進(jìn)行計算，樁最大計算臨空高度20.6m（其中含臨時溝槽開挖深度1.5m），其典型剖面為邊坡支護(hù)橫斷面（四）。該段經(jīng)前期和地塊協(xié)議，擬建建筑基礎(chǔ)采用樁基，并深入邊坡破裂角以下，故坡頂豎向荷載僅考慮人群荷載。建筑附加水平荷載根據(jù)建筑提資：多遇地震作用下結(jié)構(gòu)基底水平剪力為855KN,風(fēng)荷載作用下結(jié)構(gòu)基底水平剪力為783KN,根據(jù)《建筑與市政工程抗震通用規(guī)范》，取大值并按地震作用分項(xiàng)系數(shù)1.4進(jìn)行計算；建筑寬度為32.2m，水平均布力為855*1.4÷32.2＝37.17KN/m，樁間距為4.5m，單樁建筑附加水平力為37.17×4.5＝167.265KN。建筑無車庫段距離樁頂距離為6.7m，按45°擴(kuò)散角傳遞至樁板擋墻，附加水平力等效為樁頂附加彎矩：167.265*（20.6-1-（6.7÷2））＝2718KN*m。由于邊坡坡頂擬建建筑物距離坡腳較近，該段擋墻計算時主動巖石壓力修正系數(shù)取1.45。樁基計算1.1.總控制信息路基型式路塹地區(qū)類型一般地區(qū)支護(hù)類型樁＋板結(jié)構(gòu)重要性系數(shù)1.10抗震設(shè)計烈度(度)配筋計算水平地震系數(shù)Kh水上地震角(度)水下地震角(度)重要性修正系數(shù)Ci綜合影響系數(shù)Cz2.坡線、土層和水位1)坡線信息坡線數(shù)1坡線水平投影豎向投影坡線長坡線仰角荷載數(shù)序號長(m)長(m)(m)(°)130.0000.00030.0000.0001坡線荷載：荷載荷載類型P1P2X1(m)X2(m)序號(kN,kN/m)(kN/m)1-1分布力10.00010.0000.00024.9502)土層信息嵌固段以上土層數(shù):1序號地層地層重度浮重度粘聚力內(nèi)摩擦綜合內(nèi)摩土摩阻計算m,c,K承載KHηR類型厚(m)(kN/m3)(kN/m3)(kPa)角(°)擦角(°)力(kPa)方法力(kPa)(MPa)1巖層20.60025.0000.00055.000480.000K法100.0003000.0000.5000.30010.000嵌固段土層數(shù):1序號地層地層重度浮重度粘聚力內(nèi)摩擦綜合內(nèi)摩土摩阻計算m,c,K承載KHηR類型厚(m)(kN/m3)(kN/m3)(kPa)角(°)擦角(°)力(kPa)方法力(kPa)(MPa)1巖層15.00025.0000.00055.000480.000K法100.0003000.0000.5000.30010.0003.計算模型1)樁前覆土模型：彈簧模型4.樁信息1)樁基本信息樁前地面以上長度(m)20.600嵌固點(diǎn)深度(m)0.000懸臂長度(m)20.600嵌固長度(m)5.000截面形狀圓形樁徑D(m)1.800樁中心距(m)4.500樁底支承條件自由坡線數(shù)12)樁配筋信息樁作用綜合分項(xiàng)系數(shù)1.40樁混凝土強(qiáng)度等級C35樁縱筋合力點(diǎn)到外皮距離(mm)80樁容重(kN/m3)25.00樁縱筋級別HRB400樁箍筋級別HRB4005.板信息1)板尺寸信息樁間板類型直板樁間板的種類數(shù)1板的搭接長度(m)0.500板類型號板厚(mm)板寬(m)板塊數(shù)13501.000212)板配筋信息板作用綜合分項(xiàng)系數(shù)1.400混凝土強(qiáng)度等級C35鋼筋合力點(diǎn)到邊緣距離(mm)25板縱筋級別HRB400板選筋鋼筋直徑166.結(jié)構(gòu)上自定義荷載以及荷載組合1)樁頂自定義荷載樁頂自定義荷載數(shù)：1荷載號類型荷載類型P(kN)M(kN.m)1活載集中彎矩27182)樁荷載組合[庫侖土壓力(一般)組合]荷載號荷載名稱是否參與調(diào)整系數(shù)1樁自重√1.0002樁頂恒載√1.0003樁頂活載√1.0004樁后主動土壓力√1.4502)板荷載組合[庫侖土壓力(一般)組合]荷載號荷載名稱是否參與調(diào)整系數(shù)1板后主動土壓力√1.450原始條件:庫侖土壓力(一般情況)(一)樁身內(nèi)力計算1.當(dāng)前計算工況的開挖深度：20.600按實(shí)際墻背計算得到:第1破裂角：18.144(度)Ea=525.138(kN)Ex=512.690(kN)Ey=113.661(kN)作用點(diǎn)到嵌固點(diǎn)距離Zy=6.995(m)第1嵌固段地層計算方法:K法 背側(cè)——為擋土側(cè)；面?zhèn)取獮榉菗跬羵?cè)。背側(cè)最大彎矩=3951.296(kN-m)距離樁頂7.500(m)面?zhèn)茸畲髲澗?0.000(kN-m)距離樁頂0.000(m)最大剪力=754.743(kN)距離樁頂13.500(m)最大位移=-51(mm)第1道錨索水平拉力=736.223(kN)距離樁頂7.500(m)第2道錨索水平拉力=733.549(kN)距離樁頂10.500(m)第3道錨索水平拉力=749.311(kN)距離樁頂13.500(m)第4道錨索水平拉力=679.159(kN)距離樁頂16.500(m)點(diǎn)號距頂距離彎矩剪力位移土反力(m)(kN-m)(kN)(mm)(kPa)1-0.0002718.0120.215-50.840.00020.2032718.067-1.019-49.980.00030.4052718.459-3.093-49.130.00040.6082719.359-5.883-48.280.00050.8112720.886-9.296-47.450.00061.0142723.169-13.332-46.620.00071.2162726.334-17.993-45.790.00081.4192730.506-23.277-44.980.00091.6222735.812-29.184-44.170.000101.8242742.379-35.715-43.370.000112.0272750.334-42.870-42.570.000122.2302759.802-50.648-41.780.000132.4322770.909-59.050-41.000.000142.6352783.783-68.076-40.230.000152.8382798.550-77.725-39.460.000163.0412815.335-87.998-38.700.000173.2432834.266-98.894-37.940.000183.4462855.469-110.414-37.200.000193.6492879.071-122.557-36.460.000203.8512905.197-135.324-35.730.000214.0542933.974-148.715-35.000.000224.2572965.529-162.729-34.290.000234.4592999.988-177.367-33.580.000244.6623037.477-192.629-32.880.000254.8653078.123-208.514-32.180.000265.0683122.052-225.022-31.500.000275.2703169.390-242.155-30.820.000285.4733220.265-259.911-30.150.000295.6763274.801-278.290-29.480.000305.8783333.127-297.293-28.830.000316.0813395.368-316.920-28.180.000326.2843461.650-337.170-27.550.000336.4863532.100-358.044-26.920.000346.6893606.845-379.541-26.300.000356.8923686.011-401.662-25.690.000367.0953769.723-424.407-25.090.000377.2973858.110-447.775-24.500.000387.5003951.296-471.767-23.920.000397.7003900.823240.173-23.350.000407.9003855.267215.283-22.800.000418.1003814.750189.785-22.250.000428.3003779.394163.681-21.720.000438.5003749.318136.970-21.190.000448.7003724.646109.651-20.680.000458.9003705.49981.726-20.170.000469.1003691.99753.193-19.670.000479.3003684.26224.053-19.180.000489.5003682.416-5.694-18.700.000499.7003686.580-36.047-18.230.000509.9003696.875-67.008-17.770.0005110.1003713.424-98.577-17.310.0005210.3003736.346-130.752-16.870.0005310.5003765.765570.015-16.430.0005410.7003655.091536.626-16.010.0005510.9003551.155502.629-15.590.0005611.1003454.079468.026-15.190.0005711.3003363.985432.815-14.790.0005811.5003280.994396.998-14.390.0005911.7003205.227360.573-14.010.0006011.9003136.805323.541-13.640.0006112.1003075.850285.902-13.270.0006212.3003022.484247.657-12.910.0006312.5002976.828208.804-12.560.0006412.7002939.003169.344-12.210.0006512.9002909.131129.277-11.880.0006613.1002887.33388.602-11.550.0006713.3002873.73147.321-11.220.0006813.5002868.446754.743-10.910.0006913.7002721.736712.248-10.600.0007013.9002583.587669.145-10.290.0007114.1002454.118625.436-10.000.0007214.3002333.453581.119-9.710.0007314.5002221.711536.195-9.420.0007414.7002119.015490.665-9.140.0007514.9002025.486444.527-8.870.0007615.1001941.245397.782-8.600.0007715.3001866.414350.430-8.340.0007815.5001801.114302.470-8.080.0007915.7001745.466253.904-7.820.0008015.9001699.593204.731-7.570.0008116.1001663.614154.951-7.330.0008216.3001637.653104.563-7.090.0008316.5001621.829732.727-6.850.0008416.7051477.032679.828-6.610.0008516.9101343.144626.291-6.370.0008617.1151220.296572.116-6.140.0008717.3201108.620517.303-5.910.0008817.5251008.246461.852-5.680.0008917.730919.304405.764-5.460.0009017.935841.926349.038-5.240.0009118.140776.242291.673-5.020.0009218.345722.384233.672-4.800.0009318.550680.481175.032-4.580.0009418.755650.664115.75