边坡设计方案计算书方案四

凭祥市平而口岸管理和货物监管中心项目北面地块高边坡设计方案格构式挡土墙计算书（方案一）广西土木勘察检测治理有限公司2015年5月15日排桩式锚杆挡墙验算计算项目：排桩式锚杆挡墙2计算时间：2015-05-1511:57:40星期五执行规范：[1]《建筑边坡工程技术规范》（GB50330-2013），本文简称《边坡规范》[2]《建筑结构荷载规范》（GB50009-2011），本文简称《荷载规范》[3]《建筑抗震设计规范》（GB50011-2010），本文简称《抗震规范》[4]《混凝土结构设计规范》（GB50010-2010），本文简称《混凝土规范》----------------------------------------------------------------------[简图]----------------------------------------------------------------------[已知条件]1.基本信息边坡类型岩质边坡边坡等级一级二阶直坡否边坡成因开挖嵌固点以上立柱柱高(m)15.000立柱容重(kNN/m3)25.00立柱嵌入深度((m)10.000立柱砼强度等级级C30立柱截面形状圆形立柱配筋方式均匀配筋└直径D(m)2.000立柱纵筋级别HRB400立柱中心距(mm)5.000立柱箍筋级别HRB335立柱计算方法弹性支点法立柱纵筋直径((mm)25立柱底支承条件件固定立柱as(mmm)35自动计算初始弹弹性系数√初始弹性系数AA(MN//m3)---2.锚杆(索)锚杆(索)道数数2锚杆锚杆竖向间入射角自由段锚固段锚固体水平预加水平刚度筋浆强度超挖深号类型距(m)(度)长度(m)长度(m)直径(mm)力(kN)(MN/m)fb(kPa))度(m)1锚索2.00020.0018.005.003000.00015.002950.000---2锚索2.50020.0018.005.003000.00015.002950.000---考虑开挖工况ㄨ工况数03.岩土信息背侧坡线数1面侧坡线数---嵌固点以上覆土土厚(m)0.000背侧坡线水平投影长竖向投影长坡线长坡线仰角荷载数序号(m)(m)(m)(度)145.00030.00054.08333.6900面侧坡线水平投影长竖向投影长坡线长坡线仰角序号(m)(m)(m)(度)1------------2------------岩层重度(kNN/m3)20.800岩层粘聚力(kkPa)0.000岩层内摩擦角((度)46.000岩层与结构摩擦擦角(度)10.000岩层摩阻力frrbk(kkPa)270.0000嵌固点以下地层层数1嵌固点下地层厚重度粘聚力内摩擦角摩阻力frbkk浮重度计算m,c,K地层序号(m)(kN/m3)(kPa)(度)(kPa)(kN/m3)方法110.00022.30045.00030.000270.0000---m法50000.00004.荷载信息场地环境一般地区岩石压力计算方方法修正主动岩土压力增增大系数1.000主动岩石压力修修正系数β11.550岩土压力分布三角形被动岩土压力折折减系数1.000岩土泊松比ν静止岩石压力静止岩石压力系系数层号系数Ko估算公式10.2000.250K0=ν//(1-νν)荷载组合数2序号组合名称1组合12组合2(1)组合1序号荷载名称荷载类型是否参与分项系数1挡墙结构自重永久荷载√1.0002墙背侧岩土侧压压力永久荷载√1.0003墙背侧地表荷载载引起岩土土侧压力可变荷载√1.0004墙面侧被动岩土土压力永久荷载√1.000(2)组合2序号荷载名称荷载类型是否参与分项系数1挡墙结构自重永久荷载√1.0002墙背侧岩土侧压压力永久荷载√1.0003墙背侧地表荷载载引起岩土土侧压力可变荷载√1.0004墙面侧被动岩土土压力永久荷载√1.000----------------------------------------------------------------------[计算内容]----------------------------------------------------------------------（1）墙身力系计算（2）立柱内力计算（3）立柱配筋计算（4）锚杆（索）设计计算----------------------------------------------------------------------[计算结果]----------------------------------------------------------------------一、【组合1】(一)岩土压力计算(1)合力无外倾结构面时按《边坡规范》公式(6.2.3)计算主动岩石压力： Ea=534.643(kN)Ex=526.520(kN)Ey=92.840(kN)作用点高度Zy=5.000(m)修正后岩石压力： Ea=828.696(kN)Ex=816.106(kN)Ey=143.902(kN)作用点高度Zy=5.000(m)(2)分布岩土压力分布见左侧结果图。(二)立柱内力计算(1)当前计算工况的开挖深度：15.000第1嵌固段地层计算方法:m法背侧——为挡土侧；面侧——为非挡土侧。背侧最大弯矩(标准值)=13366.779(kN-m)距离桩顶15.400(m)面侧最大弯矩(标准值)=618.822(kN-m)距离桩顶6.000(m)最大剪力(标准值)=9830.321(kN)距离桩顶16.200(m)最大位移=-29(mm)距离桩顶0.000(m)注意：锚杆设计时，当锚杆(索)受压，即水平拉力为负情况，水平拉力取为0。第1道锚杆(索)水平拉力=370.236(kN)距离桩顶2.000(m)第2道锚杆(索)水平拉力=295.764(kN)距离桩顶4.500(m)点号距顶距离弯矩(标准值)剪力(标准值)位移土反力(m)(kN-m)(kN)(mm)(kN)10.000-0.000-0.000-28.640.00020.2000.048-0.725-28.240.00030.4000.387-2.902-27.850.00040.6001.306-6.529-27.450.00050.8003.095-11.607-27.060.00061.0006.045-18.136-26.660.00071.20010.446-26.116-26.270.00081.40016.588-35.546-25.870.00091.60024.761-46.428-25.470.000101.80035.256-58.760-25.080.000112.00048.360297.693-24.680.000122.200-9.678282.460-24.290.000132.400-64.525265.776-23.890.000142.600-115.891247.640-23.500.000152.800-163.484228.054-23.100.000163.000-207.015207.016-22.700.000173.200-246.194184.528-22.310.000183.400-280.729160.589-21.910.000193.600-310.332135.199-21.510.000203.800-334.712108.358-21.110.000214.000-353.57880.067-20.720.000224.200-366.64150.324-20.320.000234.400-373.61019.131-19.920.000244.500-374.721298.751-19.720.000254.600-403.772282.251-19.520.000264.800-456.837248.156-19.120.0002775..000-5022.9377212..610-18..710..0002885..200-5411.7844175..614-18..310..0002995..400-5733.0855137..166-17..910..0003005..600-5966.553397..268-17..500..0003115..800-6111.895555..918-17..100..0003226..000-6188.822213..118-16..690..0003336..200-6177.0444-31..137-16..280..0003446..400-6066.2711-76..839-15..880..0003556..600-5866.2133--123..992-15..470..0003666..800-5566.5799--172..596-15..050..0003777..000-5177.0799--222..651-14..640..0003887..200-4677.4233--274..156-14..230..0003997..400-4077.3211--327..112-13..820..0004007..600-3366.4822--381..520-13..400..0004117..800-2544.6177--437..378-12..990..0004228..000-1611.4366--494..686-12..570..0004338..200-566.6477--553..446-12..160..0004448..400600.0388--613..657-11..740..0004558..6001888.9111--675..318-11..330..0004668..8003300.2611--738..430-10..910..0004779..0004844.3799--802..994-10..500..0004889..2006511.5544--869..008-10..090..0004999..4008322.0777--936..472-9..670..0005009..60010266.2388-11005..388-9..260..0005119..80012344.3288-11075..755-8..850..00052210..00014566.6355-11147..572-8..450..00053310..20016933.4522-11220..840-8..040..00054410..40019455.0677-11295..559-7..640..00055510..60022111.7711-11371..729-7..240..00056610..80024933.8544-11449..350-6..850..00057711..00027911.6066-11528..422-6..450..00058811..20031055.3188-11608..944-6..070..00059911..40034355.2799-11690..918-5..690..00060011..60037811.7800-11774..342-5..310..00061111..80041455.1111-11859..217-4..950..00062212..00045255.5622-11945..543-4..580..00063312..20049233.4233-22033..320-4..230..00064412..40053388.9855-22122..548-3..890..00065512..60057722.5377-22213..226-3..550..00066612..80062244.3700-22305..355-3..220..00067713..00066944.7744-22398..936-2..910..00068813..20071844.0399-22493..967-2..600..00069913..40076922.4566-22590..449-2..310..00070013..60082200.3133-22688..382-2..030..00071113..80087677.9033-22787..765-1..770..00072214..00093355.5155-22888..600-1..520..00073314..20099233.4388-22990..885-1..280..00074414..4001105311.9633-33094..621-1..060..00075514..6001111611.3811-33199..809-0..860..00076614..8001118111.9811-33306..447-0..680..00077715..0001124844.0544-33414..530-0..52-0..00078815..2001131666.9488-33414..530-0..38--24155.382279915..4001133666.772222353..941-0..27--33533.088880015..6001128955.985555592..355-0..17--32388.415581115..8001117777.518888069..035-0..10--24766.680082216..0001101633.716699488..777-0..05--14199.742283316..20082655.966699830..321-0..01--341..54484416..40062999.906699830..3210..01572..71185516..60044488.388899257..6100..0211223..78286616..80028411.624488033..8280..0311585..05487717..00015511.869966448..7740..0311683..04688817..2005988.723344765..7280..0211576..24189917..400-399.175533189..4880..0211335..83190017..600-4099.908811853..6560..0111030..72891117..800-5744.4955822..9280..01717..79392218..000-5955.5244--332..0200..00437..15493318..200-5299.1211--543..6940..00211..67594418..400-4200.3833--592..9830..0049..28995518..600-3011.7877--592..983-0..00-53..14496618..800-1933.8199--539..839-0..00--105..59597719..000-1066.9700--434..244-0..00--121..04598819..200-444.3311--313..199-0..00--112..55399919..400-44.2011--200..646-0..00-91..362100019..600177.6566--109..284-0..00-65..975101119..800266.3188-43..309-0..00-41..987102220..000266.582221..100-0..00-22..423103320..200222.362229..439-0..00-8..338104420..400166.474429..4390..000..522105520..600100.691128..9170..005..123106620..80055.932223..7940..006..682107721..00022.510017..1120..006..362108821..20000.360010..7500..005..102109921..400-00.76995..6470..003..566110021..600-11.18662..0810..002..154111121..800-11.1711-1..1260..001..054112222..000-00.9466-1..4360..000..310113322..200-00.6588-1..436-0..00-0..118114422..400-00.3955-1..319-0..00-0..307115522..600-00.1922-1..012-0..00-0..343116622..800-00.0588-0..669-0..00-0..294117723..00000.0166-0..374-0..00-0..214118823..20000.0488-0..160-0..00-0..133119923..40000.05440..042-0..00-0..068120023..60000.04660..065-0..00-0..024121123..80000.03220..0650..000..002122224..00000.02000..0630..000..013123324..20000.01000..0500..000..015124424..40000.00330..0350..000..012125524..600-00.00220..0230..000..006126624..800-00.00550..0170..000..002127725..000-00.00880..0150..000..000(三)立柱配筋计计算注：1下下面列出的的弯矩和剪剪力均为设设计值。22配筋计计算采用内内力设计值值，裂缝计计算采用内内力标准值值。点点号距顶距距离弯矩剪力力全部纵筋筋箍筋筋(m)(kNN.m)((kN)(mm22)(mmm2/m)10.00000.00000.000011727992201320.20000.0048--0.722511727992201330.40000.3387--2.900211727992201340.60001.3306--6.522911727992201350.80003.0095-111.600711727992201361.00006.0045-118.133611727992201371.200010.4446-226.111611727992201381.400016.5588-335.544611727992201391.600024.7761-446.4228117279922013101.800035.2256-558.7660117279922013112.000048.33602997.6993117279922013122.20009.66782882.4660117279922013132.400064.55252665.7776117279922013142.60001115.88912447.6440117279922013152.80001163.44842228.0554117279922013163.00002207.00152007.0116117279922013173.20002246.11941884.5228117279922013183.40002280.77291660.5889117279922013193.60003310.33321335.1999117279922013203.80003334.77121008.3558117279922013214.00003353.5578880.0667117279922013224.20003366.6641550.3224117279922013234.40003373.6610119.1331117279922013244.50003374.77212998.7551117279922013254.60004403.77722882.2551117279922013264.80004456.88372448.1556117279922013275.00005502.99372112.6110117279922013285.20005541.77841775.6114117279922013295.40005573.00851337.1666117279922013305.60005596.5553997.2668117279922013315.80006611.8895555.9118117279922013326.00006618.8822113.1118117279922013336.20006617.0044-331.1337117279922013346.40006606.2271-776.8339117279922013356.60005586.2213-1223.9992117279922013366.80005556.5579-1772.5996117279922013377.00005517.0079-2222.6551117279922013387.20004467.4423-2774.1556117279922013397.40004407.3321-3227.1112117279922013407.60003336.4482-3881.5220117279922013417.80002254.6617-4337.3778117279922013428.00001161.4436-4994.6886117279922013438.200056.6647-5553.4446117279922013448.400060.0038-6113.6557117279922013458.60001188.9911-6775.3118117279922013468.80003330.2261-7338.4330117279922013479.00004484.3379-8002.9994117279922013489.20006651.5554-8669.0008117279922013499.40008832.0077-9336.4772117279922013509.600010026.2238-10005.3888117279922013519.800012234.3328-10775.755511727992201352110.000014456.6635-11447.577211727992201353110.200016693.4452-12220.844011727992201354110.400019945.0067-12995.555911727992201355110.600022211.7771-13771.722911727992201356110.800024493.8854-14449.355011727992201357111.000027791.6606-15228.422211727992201358111.200031105.3318-16008.944411727992201359111.400034435.2279-16990.911811727992201360111.600037781.7780-17774.344211727992201361111.800041145.1111-18559.211711727992201362112.000045525.5562-19445.544311727992201363112.200049923.4423-20333.322011742442201364112.400053338.9985-21222.544811900882201365112.600057772.5537-22113.222622067552201366112.800062224.3370-23005.355522242772201367113.000066694.7774-23998.933622426772201368113.200071184.0039-24993.966722619882201369113.400076692.4456-25990.444922822002201370113.600082220.3313-26888.388233033772201371113.800087767.9903-27887.766533255222201372114.000093335.5515-28888.600033486662201373114.200099923.4438-29990.888533728442201374114.4000100531..963-30094.66213980052013375114.6000111161..381-31199.88094243352013376114.8000111811..981-33306.44474517722013377115.0000122484..054-34414.55304802222013378115.2000133166..948-34414.55305093392013379115.4000133366..77223353.99415179962013380115.6000122895..98555592.33554977796943381115.8000111777..51880069.0035450226112619982116.0000100163..71694488.7777382777115873383116.200082265.996698330.3221330521116665584116.400062299.990698330.3221222722216665585116.600044448.338892557.6110117279915534386116.800028841.662480333.8228117279912253887117.000015551.886964448.777411727998890688117.20005598.772347665.722811727995504989117.400039.117531889.488811727992201390117.60004409.990818553.655611727992201391117.80005574.44958222.922811727992201392118.00005595.5524-3332.022011727992201393118.20005529.1121-5443.699411727992201394118.40004420.3383-5992.988311727992201395118.60003301.7787-5992.988311727992201396118.80001193.8819-5339.833911727992201397119.00001106.9970-4334.244411727992201398119.200044.3331-3113.199911727992201399119.40004.2201-2000.6446117279922013100119.600017.6656-1009.2884117279922013101119.800026.3318-443.3009117279922013102220.000026.5582221.1000117279922013103220.200022.3362229.4339117279922013104220.400016.4474229.4339117279922013105220.600010.6691228.9117117279922013106220.80005.9932223.7994117279922013107221.00002.5510117.1112117279922013108221.20000.3360110.7550117279922013109221.40000.77695.6447117279922013110221.60001.11862.0881117279922013111221.80001.1171--1.1226117279922013112222.00000.9946--1.4336117279922013113222.20000.6658--1.4336117279922013114222.40000.3395--1.3119117279922013115222.60000.1192--1.0112117279922013116222.80000.0058--0.6669117279922013117223.00000.0016--0.3774117279922013118223.20000.0048--0.1660117279922013119223.40000.00540.0442117279922013120223.60000.00460.0665117279922013121223.80000.00320.0665117279922013122224.00000.00200.0663117279922013123224.20000.00100.0550117279922013124224.40000.00030.0335117279922013125224.60000.00020.0223117279922013126224.80000.00050.0117117279922013127225.00000.00080.0115117279922013二、【组合2】(一)岩土压力计计算(1)合合力无外倾结构面时时按《边坡坡规范》公公式(6.2..3)计算算主动岩石石压力： Ea=534..643((kN)Ex=5526.5520(kkN)EEy=922.8400(kN))作用点点高度ZZy=5..000((m)修正后岩石压力力： Ea=828..696((kN)Ex=8816.1106(kkN)EEy=1443.9002(kNN)作用用点高度Zy=55.0000(m)(2)分分布岩土压力分布见见左侧结果果图。(二)立柱内力计计算(1)当当前计算工工况的开挖挖深度：115.0000第1嵌嵌固段地层层计算方法法:m法背侧———为挡土土侧；面侧侧——为非挡挡土侧。背侧最最大弯矩((标准值)=133366..779((kN-mm)距离离桩顶115.4000(m))面侧最最大弯矩((标准值)=6118.8222(kNN-m)距离桩顶顶6.0000(mm)最大大剪力(标准值)=98830.3321(kkN)距离桩桩顶166.2000(m)最大大位移=--29(mmm)距离桩桩顶0..000((m)注意：：锚杆设计计时，当锚锚杆(索)受压，即即水平拉力力为负情况况，水平拉拉力取为00。第1道道锚杆(索)水平拉力力=3370.2236(kkN)距离桩顶顶2.0000(m))第2道道锚杆(索)水平拉力力=2295.7764(kkN)距离桩顶顶4.5000(m))点号距距顶距离弯矩矩(标准值)剪力力(标准值)位移土反反力((m)((kN-mm)((kN)(mmm)((kN)110..000-00.0000-0..000-28..640..000220..20000.0488-0..725-28..240..000330..40000.3877-2..902-27..850..000440..60011.3066-6..529-27..450..000550..80033.0955-11..607-27..060..000661..00066.0455-18..136-26..660..000771..200100.4466-26..116-26..270..000881..400166.5888-35..546-25..870..000991..600244.7611-46..428-25..470..0001001..800355.2566-58..760-25..080..0001112..000488.3600297..693-24..680..0001222..200-99.6788282..460-24..290..0001332..400-644.5255265..776-23..890..0001442..600-1155.8911247..640-23..500..0001552..800-1633.4844228..054-23..100..0001663..000-2077.0155207..016-22..700..0001773..200-2466.1944184..528-22..310..0001883..400-2800.7299160..589-21..910..0001993..600-3100.3322135..199-21..510..0002003..800-3344.7122108..358-21..110..0002114..000-3533.578880..067-20..720..0002224..200-3666.641150..324-20..320..0002334..400-3733.610019..131-19..920..0002444..500-3744.7211298..751-19..720..0002554..600-4033.7722282..251-19..520..0002664..800-4566.8377248..156-19..120..0002775..000-5022.9377212..610-18..710..0002885..200-5411.7844175..614-18..310..0002995..400-5733.0855137..166-17..910..0003005..600-5966.553397..268-17..500..0003115..800-6111.895555..918-17..100..0003226..000-6188.822213..118-16..690..0003336..200-6177.0444-31..137-16..280..0003446..400-6066.2711-76..839-15..880..0003556..600-5866.2133--123..992-15..470..0003666..800-5566.5799--172..596-15..050..0003777..000-5177.0799--222..651-14..640..0003887..200-4677.4233--274..156-14..230..0003997..400-4077.3211--327..112-13..820..0004007..600-3366.4822--381..520-13..400..0004117..800-2544.6177--437..378-12..990..0004228..000-1611.4366--494..686-12..570..0004338..200-566.6477--553..446-12..160..0004448..400600.0388--613..657-11..740..0004558..6001888.9111--675..318-11..330..0004668..8003300.2611--738..430-10..910..0004779..0004844.3799--802..994-10..500..0004889..2006511.5544--869..008-10..090..0004999..4008322.0777--936..472-9..670..0005009..60010266.2388-11005..388-9..260..0005119..80012344.3288-11075..755-8..850..00052210..00014566.6355-11147..572-8..450..00053310..20016933.4522-11220..840-8..040..00054410..40019455.0677-11295..559-7..640..00055510..60022111.7711-11371..729-7..240..00056610..80024933.8544-11449..350-6..850..00057711..00027911.6066-11528..422-6..450..00058811..20031055.3188-11608..944-6..070..00059911..40034355.2799-11690..918-5..690..00060011..60037811.7800-11774..342-5..310..00061111..80041455.1111-11859..217-4..950..00062212..00045255.5622-11945..543-4..580..00063312..20049233.4233-22033..320-4..230..00064412..40053388.9855-22122..548-3..890..00065512..60057722.5377-22213..226-3..550..00066612..80062244.3700-22305..355-3..220..00067713..00066944.7744-22398..936-2..910..00068813..20071844.0399-22493..967-2..600..00069913..40076922.4566-22590..449-2..310..00070013..60082200.3133-22688..382-2..030..00071113..80087677.9033-22787..765-1..770..00072214..00093355.5155-22888..600-1..520..00073314..20099233.4388-22990..885-1..280..00074414..4001105311.9633-33094..621-1..060..00075514..6001111611.3811-33199..809-0..860..00076614..8001118111.9811-33306..447-0..680..00077715..0001124844.0544-33414..530-0..52-0..00078815..2001131666.9488-33414..530-0..38--24155.382279915..4001133666.772222353..941-0..27--33533.088880015..6001128955.985555592..355-0..17--32388.415581115..8001117777.518888069..035-0..10--24766.680082216..0001101633.716699488..777-0..05--14199.742283316..20082655.966699830..321-0..01--341..54484416..40062999.906699830..3210..01572..71185516..60044488.388899257..6100..0211223..78286616..80028411.624488033..8280..0311585..05487717..00015511.869966448..7740..0311683..04688817..2005988.723344765..7280..0211576..24189917..400-399.175533189..4880..0211335..83190017..600-4099.908811853..6560..0111030..72891117..800-5744.4955822..9280..01717..79392218..000-5955.5244--332..0200..00437..15493318..200-5299.1211--543..6940..00211..67594418..400-4200.3833--592..9830..0049..28995518..600-3011.7877--592..983-0..00-53..14496618..800-1933.8199--539..839-0..00--105..59597719..000-1066.9700--434..244-0..00--121..04598819..200-444.3311--313..199-0..00--112..55399919..400-44.2011--200..646-0..00-91..362100019..600177.6566--109..284-0..00-65..975101119..800266.3188-43..309-0..00-41..987102220..000266.582221..100-0..00-22..423103320..200222.362229..439-0..00-8..338104420..400166.474429..4390..000..522105520..600100.691128..9170..005..123106620..80055.932223..7940..006..682107721..00022.510017..1120..006..362108821..20000.360010..7500..005..102109921..400-00.76995..6470..003..566110021..600-11.18662..0810..002..154111121..800-11.1711-1..1260..001..054112222..000-00.9466-1..4360..000..310113322..200-00.6588-1..436-0..00-0..118114422..400-00.3955-1..319-0..00-0..307115522..600-00.1922-1..012-0..00-0..343116622..800-00.0588-0..669-0..00-0..294117723..00000.0166-0..374-0..00-0..214118823..20000.0488-0..160-0..00-0..133119923..40000.05440..042-0..00-0..068120023..60000.04660..065-0..00-0..024121123..80000.03220..0650..000..002122224..00000.02000..0630..000..013123324..20000.01000..0500..000..015124424..40000.00330..0350..000..012125524..600-00.00220..0230..000..006126624..800-00.00550..0170..000..002127725..000-00.00880..0150..000..000(三)立柱配筋计计算注：1下下面列出的的弯矩和剪剪力均为设设计值。22配筋计计算采用内内力设计值值，裂缝计计算采用内内力标准值值。点点号距顶距距离弯矩剪力力全部纵筋筋箍筋筋(m)(kNN.m)((kN)(mm22)(mmm2/m)10.00000.00000.000011727992201320.20000.0048--0.722511727992201330.40000.3387--2.900211727992201340.60001.3306--6.522911727992201350.80003.0095-111.600711727992201361.00006.0045-118.133611727992201371.200010.4446-226.111611727992201381.400016.5588-335.544611727992201391.600024.7761-446.4228117279922013101.800035.2256-558.7660117279922013112.000048.33602997.6993117279922013122.20009.66782882.4660117279922013132.400064.55252665.7776117279922013142.60001115.88912447.6440117279922013152.80001163.44842228.0554117279922013163.00002207.00152007.0116117279922013173.20002246.11941884.5228117279922013183.40002280.77291660.5889117279922013193.60003310.33321335.1999117279922013203.80003334.77121008.35581