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宁安市石岩镇至江东林场A标段一级公路毕业设计.pdf
'哈尔滨理工大学学士学位论文宁安市石岩镇至江东林场A标段一级公路设计摘要此次毕业设计是对宁安市石岩镇至江东林场段重丘陵地区的一级公路的方案设计,首先从选线、布线开始,依次进行平面设计、纵断面设计、横断面的设计,通过平纵横结合和交通量以及设计时速,得出路线的超高,从建设的经济性和合理性方面进行方案的比选,最后根据实际情况选出最合适的方案,尽量采取少挖填,减少工程量。然后进行公路挡土墙设计、路基路面设计。挡土墙主要进行主动土压力验算、稳定性验算(包括抗倾覆稳定性和抗滑移稳定性)以及地基承载力的验算,从而确保挡土墙安全稳定;路基路面设计主要对道路横断面的设计以及路面结构层的设计和计算,横断面设计主要根据交通量和时速以及边坡坡度,同时保证排水的前提下进行设计;结构层设计是根据自然区划选择路面材料,同时也要对路面的强度、刚度和稳定性进行验算,以确保一级公路,在结构层方面的稳定性,该设计同时也给出了平纵横设计相关的表格跟图纸以及挖填的土石方调配表和路线的三维模拟图等内容。关键词公路设计;一级公路;仰斜式挡土墙;沥青路面-I- 哈尔滨理工大学学士学位论文NinganrocktowntojiangdongforestbidAlevelofhighwaydesignAbstractThegraduationdesignofninganrocktowntojiangdongforestperiodofhillyregionoffirstclassroaddesign,firstofall,fromthebeginningofthelineselection,wiring,inturn,planedesign,profiledesign,cross-sectionaldesign,throughtheverticalandhorizontalcombinationandtrafficvolumeandspeedofdesign,drawalineofultrahigh,fromtheaspectsofeconomyandrationalityofconstructionschemecomparison,finallychoosethemostsuitablesolutionaccordingtoactualcondition,asfaraspossibletodiglessfilling,reducequantities.Thencarriesonthehighwayretainingwalldesign,roadbeddesign.Retainingwallismainlyforactiveearthpressurecalculation,stabilitycalculation,includingresistiveoverturningstabilityandresistancetoslidingstability)andcalculatingthebearingcapacityoffoundation,toensurethesafetyandstabilityofretainingwall;Subgradepavementdesignismainlytothedesignofroadcrosssectionandthedesignandcalculationofpavementstructurelayer,cross-sectionaldesignmainlyaccordingtothetrafficvolumeandspeedaswellastheslopegradient,atthesametimeguaranteeunderthepremiseofdrainagedesign;Pavementstructurelayerisdesignedaccordingtothenaturaldivisionschoosematerials,butalsoonthestrength,stiffnessandstabilitychecking,toensurethatthelevelofroads,intheaspectofstructurelayerofstability,thedesignalsogivesaflatverticalandhorizontaldesignrelatedwithdrawingsandformtheconditionsofdeploymentofroutetableandthreedimensionalsimulation,etc.-II- 哈尔滨理工大学学士学位论文KeywordsHighwaydesign;Firstclassroad;Yangobliquetyperetainingwall;Asphaltpavement-III- 哈尔滨理工大学学士学位论文目录摘要.............................................................................................................................IAbstract......................................................................................................................II宁安市石岩镇至江东林场A标段一级公路设计..................................................INinganrocktowntojiangdongforestbidAlevelofhighwaydesign..................II目录.......................................................................................................................IV第1章道路选线......................................................................................................11.1设计资料.........................................................................................................11.1.1交通资料..................................................................................................11.1.2沿线自然地理特征.................................................................................11.1.3公路等级的确定.....................................................................................11.2设计速度.........................................................................................................21.3本章小结.........................................................................................................2第2章方案比选......................................................................................................32.1方案一.............................................................................................................32.2方案二.............................................................................................................3第3章平面设计......................................................................................................43.1道路平面设计规定........................................................................................43.1.1圆曲线半径的标准.................................................................................43.1.2平曲线长度..............................................................................................43.1.3缓和曲线长度.........................................................................................43.2缓和曲线要素计算........................................................................................53.2.1计算公式..................................................................................................53.2.2各要素点桩号计算.................................................................................53.2.3曲线逐点坐标计算.................................................................................63.3本章小结.........................................................................................................7第4章纵断面设计..................................................................................................84.1纵断面设计要求.............................................................................................84.1.1纵坡设计一般要求.................................................................................84.1.2最大纵坡要求.........................................................................................84.1.3竖曲线小半径.........................................................................................84.2纵断面设计计算.............................................................................................94.3本章小结.......................................................................................................11第5章横断面设计................................................................................................12-IV- 哈尔滨理工大学学士学位论文5.1横断面设计...................................................................................................125.1.1公路横断面组成...................................................................................125.1.2超高缓和段长度计算...........................................................................125.1.3超高计算................................................................................................125.2本章小结.......................................................................................................12第6章挡土墙计算................................................................................................136.1挡土墙设计计算...........................................................................................136.2本章小结.......................................................................................................16第7章路基路面设计............................................................................................177.1路面相关技术参数......................................................................................177.2路面结构及厚度的确定和验算.................................................................197.3本章小结.......................................................................................................22第8章公路排水设计............................................................................................238.1路基排水设计...............................................................................................238.1.1路基排水的一般原则...........................................................................238.1.2边沟设计................................................................................................238.1.3截水沟的设计.......................................................................................238.2路面排水设计...............................................................................................238.3公路地下排水...............................................................................................24致谢...........................................................................................................................25参考文献...................................................................................................................26附录A逐桩坐标表.................................................................................................27附录B路基加宽超高表.........................................................................................48附录C土石方调配表.............................................................................................53-V- 哈尔滨理工大学学士学位论文第1章道路选线1.1设计资料1.1.1交通资料表1-1本设计路段混合交通组成车型分类折算系数代表车型数量(辆/d)小客车1.0桑塔纳20002200中客车1.5太湖XQ641600大客车2.0衡阳HY680250轻型货车1.0解放CA3401400中型货车1.5东风LZ3401300重型货车2.0日野KF300D300铰接挂车3.0东风SP9250300表1-2设计年交通量类型小客车中型车大型车兽力车人力车自行车设计年交通量初年(辆/133712011000日)年交通量增长率为8.5%,设计年限为二十年。1.1.2沿线自然地理特征气候特点:属于公路自然区划Ⅱ3区,年最高平均气温26°C,一月份平均气温在0-6°C,7月份平均气温在23-26°C之间。降水量及地下水:年降水量在873-1298mm之间,潮湿系数为1.0-1.2,最高月潮湿系数达1.5-2.0,地下水埋深一般为1m,丘陵地区为2m左右。1.1.3公路等级的确定各种汽车折合为小客车的年平均日交通量为:-1- 哈尔滨理工大学学士学位论文各种汽车折合成小客车的年平均日交通量在15000~30000辆之间,根据要求可以设计为四车道一级公路。1.2设计速度表1-3各级公路设计速度公路等级高速公路一级公路二级公路三级公路四级公路设计速度(km/h)1201008010080608060403020根据上表,本次毕业设计采用设计速度为80km/h。1.3本章小结本章主要是通过交通资料,计算出年平均日交通量,由此确定设计公路的等级,再通过交通等级确定设计速度。-2- 哈尔滨理工大学学士学位论文第2章方案比选2.1方案一起点桩号K123+030,终点桩号K131+951。最大高差为137m.交点个数为:4最大转角为:61最小转角为:34隧道起点桩号,K124+400,终点桩号,K126+400,长度为2km。2.2方案二起点桩号K123+030,终点桩号K131+520.532。最大高差为184m,交点个数为:3最大转角为:60最小转角为:43隧道起点桩号,K126+660,终点桩号,K130+090,长度为3.43km。综合上述数据对比,从经济性、合理性方面考虑,选用方案一较为合理。-3- 哈尔滨理工大学学士学位论文第3章平面设计3.1道路平面设计规定3.1.1圆曲线半径的标准《标准》规定了三种平曲线最小半径,即极限最小半径,和不设超高最小半径。规定见下表。表3-1公路圆曲线最小半径设计速度(km/h)1201008060403020一般值10007004002001006530极限值6504002501256030155500400025001500600350150不设超高最小半径(m)75005250335019008004502003.1.2平曲线长度为了能让驾驶员操纵方便,行车舒适以及视觉要求,应对平曲线长度加以限制。《路线规范》按6s行程长度制订平曲线最小长度指标,见表3-2。表3-2公路平曲线最小长度设计速度(km/h)1201008060403020一般值600500400300200150100平曲线最小长度(m)最小值2001701401007050103.1.3缓和曲线长度《标准》规定的公路缓和曲线最长长度见下表。表3-3公路缓和曲线最小长度设计速度1201008060403020(km/h)最小长度(m)100857050352520-4- 哈尔滨理工大学学士学位论文3.2缓和曲线要素计算3.2.1计算公式βRLh图3-1圆曲线要素图根据路线设计手册中有关平曲线要素计算公式,可求得平曲线各要素值,公式如下:2LLqhhm2432240R2PLh/24RLh/2384Rm20Lh/2RradT(RP)tanqm2L(20)R2LhmE(RP)secRm2J2TLm3.2.2各要素点桩号计算起点桩号K123+030,终点桩号K131+951-5- 哈尔滨理工大学学士学位论文JD1:各个点的桩号分别为:3.2.3曲线逐点坐标计算距ZH点100米处-6- 哈尔滨理工大学学士学位论文距ZH点200m处距ZH点300m处距ZH点400m处(HY点)3.3本章小结本章主要是通过规范要求,确定了圆曲线半径,以及缓和曲线长度,根据公式求出平曲线要素,根据各要素,求出平曲线的各要素点的桩号,以及缓和曲线上各点的坐标。-7- 哈尔滨理工大学学士学位论文第4章纵断面设计4.1纵断面设计要求4.1.1纵坡设计一般要求(1)纵坡设计必须满足《公路工程技术标准》(JTGB01-2003)的各项规定。(2)纵坡设计要平缓,,不能设计连续的陡坡。(3)纵坡切面线要连贯起来,通车要顺畅,同时要注意平面与纵面的线路的结合。4.1.2最大纵坡要求最大纵坡是一条道路设计的纵坡的最大值,是纵断面设计中十分重要的一个要素。《标准》规定最大纵坡见下表表4-1我国公路的最大纵坡设计速度1201008060403020(km/h)最大纵坡(%)34567894.1.3竖曲线小半径(1)竖曲线应采用较大的半径。(2)最好采用大于等于下表列出来的最小竖曲线半径值。表4-2视觉所需要的最小竖曲线半径值设计速竖曲线半径(m)设计速竖曲线半径(m)度(km/h)凸形凹形度(km/h)凸形凹形1202000012000801200080001001600010006090006000-8- 哈尔滨理工大学学士学位论文4.2纵断面设计计算TTωyEiiBAxC图4-1竖曲线几何要素图竖曲线要素计算公式:L2TLRTE22R式中L—竖曲线长度,(m);R—竖曲线半径,(m);—坡差,其值(%);T—竖曲线切线长,(m);E—竖曲线外距,(m);y—计算点纵距,(m);x—计算点桩号与竖曲线起点(或竖曲线终点)的桩号差。变坡点桩号为K124+700,高程为616.604m。相邻两纵坡段纵坡竖曲线半径竖曲线长度切线长度外距竖曲线起点桩号为-9- 哈尔滨理工大学学士学位论文竖曲线起点高程为竖曲线终点桩号为竖曲线终点高程为表4-1竖曲线计算表高程改正(m)桩号坡段高程(m)竖曲线高程(m)K124+405.25605.080.00605.08K124+420605.660.01605.65K124+440606.440.04606.40K124+460607.220.10607.12K124+480608.000.19607.81K124+500608.780.30608.48K124+520609.570.43609.14K124+540610.350.61609.74K124+560611.130.80610.33K124+580611.911.02610.89K124+600612.691.26611.43K124+620613.481.54611.94K124+640614.261.84612.36K124+660615.042.16612.88K124+680615.822.52613.30K124+700616.602.90613.70K124+720616.602.52614.08K124+740616.592.16614.43K124+760616.591.84614.75K124+780616.581.54615.04K124+800616.581.26615.32K124+820616.581.02615.56K124+840616.580.80615.78K124+860616.570.61615.96K124+880616.570.43616.14K124+900616.570.30616.27K124+920616.560.19616.37K124+940616.560.10616.46K124+960616.550.04616.51K124+980616.550.01616.54K124+994.75616.550.00616.55-10- 哈尔滨理工大学学士学位论文4.3本章小结本章根据规范,确定自己的竖曲线半径,以及前后坡的坡度,再根据竖曲线要素计算公式计算出竖曲线要素,最后,根据竖曲线要素求出起终点桩号和高程,以及中间各点的桩号跟高程。-11- 哈尔滨理工大学学士学位论文第5章横断面设计5.1横断面设计5.1.1公路横断面组成路缘带0.75m,硬路肩2.5m,行车道8m,中央分隔带2m。5.1.2超高缓和段长度计算b(ii)cg计算公式:L2cp式中b—路面宽度;ic—最大超高横坡度,(%);ig—路拱横坡;p—超高渐变率,在本设计中P=1/330。5.1.3超高计算过渡起点123376.575,过渡终点123561.575。,,1.5185123436.575,602%0.38%123496.575,1202%0.01%123556.575,1802%0.03%5.2本章小结确定了横断面的各部分宽度,根据公式计算超高的缓和的那一段距离有多少,以及超高逐渐变化的频率,通过这几个要素,计算出过渡起点,到过渡终点之间的超高变化。-12- 哈尔滨理工大学学士学位论文第6章挡土墙计算6.1挡土墙设计计算采用重力式仰斜式挡土墙。墙面高度(m):6.4m,墙背坡度():N=0.28,墙面坡度:M=0.2,墙顶宽度(m):1.5,墙趾宽度(m):0.7,墙趾高度(m):1.2,基地内倾坡度:0.2,污工砌体容重(kN/m3):21,,路堤填土高度(m):a=3.2,路堤填土坡度:1.5,路基宽度(m):7.5,土路基宽度(m):d=0.75,填料容重(kN/m3):R=18,填料内摩擦角(度):=32,外摩擦角(度):δ=16,基底摩擦系数:μ=0.4,基底容许承载力:[](kPa)=600,挡土墙分段长度(m):20。1)求破裂角θ假设破裂面交与荷载内,采用相应的公式计算:挡墙的总高度:H=8.8m挡墙的基地水平总宽度:B=6m63.642ab2h(bd)H(H2a2h)tga00(Ha)(Ha2h)00.105tgtg(ctgtg)(tg)0.61则θ==31.4°验算破裂面是否交于荷载内:堤顶破裂面至墙踵:(H+a)tgθ=7.32m荷载内缘至墙踵:b-Htgα+d=4.286m荷载外缘至墙踵:b-Htgα+d+b0=11.786m由于,4.2867.3211.786故破裂面交于荷载内,与原假设相符,所选用公式正确。则计算图式为:-13- 哈尔滨理工大学学士学位论文b1bdb0d0hM0aβtgα=Ntgβ=1/M0tgα0=N2jMαtgj=Mh1NHdbθdhN2α0B图6-12)求主动土压力系数K和cos()K(tgtg)sin()=0.402dh1tgtg=0.84mbatgh3tgtg=4.55mhHhh413=3.41m2ah2hh304K1(1)12H2HH=1.413)求主动土压力及作用点位置-14- 哈尔滨理工大学学士学位论文12EHKK12=417KNEEcos()x=355KNEEcos()y=218.76KN2Ha(Hh)hh(3h2H)3044Zy233HK1=3.06mZBZtgxy=5.14m4)抗滑稳定性检算挡土墙体积V=28m3挡土墙自重G=588KN[GcosEsin()]f00KcEcos()Gsin00=1.81因为≥1.3,则抗滑稳定性检算通过。5)抗倾覆稳定性检算AZ=GZEZ0yxK0EZxy=1.91因为≥1.5,则抗倾覆稳定性检算通过。6)基底应力检算B=6mGZEZEZGyxxyZnGZy=2.67mBeZn2=0.321m因为e≤B/6GEy6e(1)maxBB-15- 哈尔滨理工大学学士学位论文=54.328KPaGEy6e(1)minBB=27.925KPa因为<,则基地应力检算通过。6.2本章小结通过设计资料,计算出挡土墙的破裂角,以及主动土压力,以及,主动土压力的作用在挡土墙上的作用位置,通过以上数据进行抗滑移、抗倾覆、基地应力三个方面的验算,检验挡土墙是否合格。-16- 哈尔滨理工大学学士学位论文第7章路基路面设计7.1路面相关技术参数四车道一级公路,在使用期内交通量平均增长率为10%。经调查,该路处Ⅱ区为粉质土,稠度为1.00,沿线可开采碎石集料,并有石灰供应。预测该路竣工后第一年的交通组成如表所示。表7-1代表车型的技术参数后编前轴重后轴重后轴轮后轴距交通量名称轴号(KN)(KN)组数(m)(辆/日)数东风12764.61201630LZ340解放222.156.61201460CA340太湖33367120930XQ641衡阳449.291.5120370HY680东风550.7113.3324330SP9250日野640.7579222630KF300D轴载分析:路面结构设计以双轴组单轴载BZZ—100作为标准轴载。(1)以设计弯沉值为指标及验算沥青层层底拉应力中的累计当量轴次轴载换算:KP14.35轴载换算采用如下的计算公式:NCCn()121i1P式中N—标准轴载当量轴次,次/日;n—被换算车辆的各级轴载作用次数,次/日;i-17- 哈尔滨理工大学学士学位论文P—标准轴载,kN;pi—被换算车辆的各级轴载,kN;K—被换算车辆的类型数;c1—轴载系数,c11.2(m1),m是轴数。当轴间距离大于3m时,1按单独的一个轴载计算;当轴间距离小于3m时,应考虑轴数系数;c2—轮组系数,单轮组为6.4,双轮组为1,四轮组为0.38。轴载换算结果如表表7-2轴载换算结果pi4..35车型pic1c2nic1c2ni()P前轴2716.4163035.1东风LZ340后轴64.6111630243.6前轴22.116.4146013.1解放CA340后轴56.6111460122.8前轴3316.493047.9太湖XQ641后轴371193012.3前轴49.216.4370108.3衡阳HY680后轴91.511370251.4东风前轴50.716.4330110.0SP9250后轴113.33.413301931.5日野前轴40.7516.463081.2KF300D后轴792.21630497.1KP14.35NCCn()121P3454.3i1注:轴载小于25kN的轴载作用不计。根据设计规范,一级公路沥青路面的设计年限为20年,并由资料可得四车道的车道系数为0.4~0.5,取0.46,7.1%。因此,累计当量轴次为:=2403.7(轴次)-18- 哈尔滨理工大学学士学位论文(2)验算半刚性基层层底拉应力时:k8"""pi根据轴载换算公式Nc1c2ni()i1P计算如下表表7-3半刚性基层轴载换算""pi8车型pic1c2nic1c2ni()P前轴2716.416300.29463东风LZ340后轴64.611163049.4365前轴22.116.414600.053171解放CA340后轴56.611146015.37745前轴3316.49300.837094太湖XQ641后轴37119300.326661前轴49.216.43708.130224衡阳HY680后轴91.511370181.7902东风前轴50.716.43309.220566SP9250后轴113.33.413303046.717日野前轴40.7516.46303.065783KF300D后轴792.21630210.2713k8"""piNc1c2ni()3525.521i1P注:轴载小于50kN的轴载作用不计。设计参数取值同第一种计算方式,一级公路沥青路面的设计年限为20年,四车道的车道系数为0.46,因此,累计当量轴次:=2453.3(轴次)7.2路面结构及厚度的确定和验算路面面层采用18cm厚的沥青混凝土,其中上层采用细粒式密级配沥-19- 哈尔滨理工大学学士学位论文青混凝土(4cm),中面层采用中粒式密级配沥青混凝土(6cm),下面层采用粗粒式密级配沥青混凝土(8cm)。基层采用25cm水泥碎石,底基层采用石灰土,厚度由计算确定。结构组合设计及材料参数见表。表7-3结构组合设计及材料参数H20℃模量15℃模量15℃劈裂层位材料名称(cm)(MPa)(MPa)(MPa)细粒式沥青混凝4140020000.8土中粒式沥青混凝面层6120016000.7土粗粒式沥青混凝890012000.6土基层水泥碎石?15000.14下基石灰土255500.08层土基34注:以设计弯沉值计算路面厚度时,各层材料均采用20℃抗压回弹模量。在验算层底拉应力时,沥青混合料采用15℃抗压回弹模量,15℃劈裂强度。表7-4各结构层的示意图细粒4cm1500中粒6cm1300粗粒8cm900水泥碎石?1500石灰土251500土基34该公路为一级公路,公路等级系数A=1.0;面层是沥青凝土路面cA=1.0;半刚性基层,底基层厚度大于20cm,基层类型A=1.0根据路面sb-0.2设计弯沉值L600NAAAdecsb。=20.04(0.01mm)各层材料容许层底拉应力:sp根据公式可计算出各层材料的容许层底拉应力。RKs-20- 哈尔滨理工大学学士学位论文(1)细粒式密级配沥青混凝土3.780.3699Mpa(2)中粒式密级配沥青混凝土3.780.2646Mpa(3)粗粒式密级配沥青混凝土4.160.1923Mpa(4)水泥碎石2.270.2198Mpa(5)石灰土2.920.0769Mpa计算石灰土厚度(1)将六层路面结构换算为三层体系。由于路面厚度计算是以弯沉作为控制指标,故按弯沉等效原理进行换算。(2)综合修正系数0.467(3)理论弯沉系数4.317按设计弯沉值计算设计层厚度:H(4)=150mm-21- 哈尔滨理工大学学士学位论文由于设计层厚度H(4)=Hmin时,,故弯沉计算已满足要求.H(4)=150mm(仅考虑弯沉)按容许拉应力计算设计层厚度:H(4)=150mm(第1层底面拉应力计算满足要求)H(4)=150mm(第2层底面拉应力计算满足要求)H(4)=150mm(第3层底面拉应力计算满足要求)H(4)=150mmσ(4)=0.145MPaH(4)=200mmσ(4)=0.128MPaH(4)=165mm(第4层底面拉应力计算满足要求)H(4)=165mmσ(5)=0.089MPaH(4)=215mmσ(5)=0.076MPaH(4)=198mm(第5层底面拉应力计算满足要求)路面设计层厚度:H(4)=150mm(仅考虑弯沉)H(4)=198mm(同时考虑弯沉和拉应力)验算路面防冻厚度:路面最小防冻厚度500mm验算结果表明,路面总厚度满足防冻要求。7.3本章小结通过数据计算出路面的累计当量轴次,再确定出路面的厚度,根据公式,计算出底基层的厚度,最后进行拉应力验算,确定各层厚度是否合格。-22- 哈尔滨理工大学学士学位论文第8章公路排水设计8.1路基排水设计8.1.1路基排水的一般原则①排水设计要结合当地的自然景观与地理条件,要充分的利用有利的地形地貌与自然水系②各种路基排水沟渠的设置,应注意与农田水利的结合,尽量避免破坏原有的水利设施,也要防止农业用水破坏对路基的稳定性③需要调查当地的水文与地质条件,对于重点路段需要进行特殊的处理8.1.2边沟设计由于梯形边沟便于施工并且该地区降水主要集中在7、8月份,所以采用梯形截面的边沟外侧边坡与内侧边坡坡度相同为1:1.0,底宽为0.6m,深度为0.6m,边沟的纵坡为0.5%,采用M7.5水泥砂浆砌石片。8.1.3截水沟的设计初步拟定截水沟的截面为梯形,边坡坡度为1:0.5,边坡率为m=3,2QS=1.9m/s;取n=0.02,由明渠的容许最大流速表可查得V=3m/s;纵max坡坡度为0.5%。8.2路面排水设计路肩排水:路肩的横坡值应较行车道的横坡值大1%-2%,所以取路肩横坡值为3%。在不设超高路段,中央分隔带铺面采用与两侧路面相同坡度的双向坡度,降落在分隔带上的表面水流向两侧路面,进入路面表面排水设施。在超高路段上,上侧半幅路面的表面水流向中央分隔带。因为在高速及一级公路上,不允许上侧半幅路面的表面水横向漫流过下侧半幅路面,所以在分隔带上侧边缘处设置汇集和排泄上侧半幅路面表面水的带格栅的U形混凝土边沟。-23- 哈尔滨理工大学学士学位论文8.3公路地下排水已知此地区地下水埋深一般为1m,丘陵地区为2m左右。为了排除地下水对半填半挖路堤和路堑的影响,在K125-K127、(桩号)段设置盲沟式渗沟。横断面采用矩形,沟壁倾斜度为1:0.2,底宽b=0.4,深度h=1.2m;底部中间填以粒径为3-5cm的碎石;粗粒碎石两侧和上部都按一定比例分层,(厚度为10cm)填以较细粒径的粒料,逐层粒径比例大致按6倍递减。盲沟底部和顶部,设有厚30cm的夯实的粘土,在顶部粘土的上方和下方各设一层防渗土工布,渗沟的埋置深度为2.5m。渗沟沟底具有2%的纵坡,出水口底面高程高出沟外最高水位20cm。-24- 哈尔滨理工大学学士学位论文致谢毕业设计已经接近了尾声,这也意味着我的大学生活就要结束了,学生活一晃而过,回首走过的岁月,心中倍感充实,当我写完这篇毕业设计的时候,有一种如释重负的感觉,感慨良多。首先,我要特别感谢我的指导老师马杰老师。做设计的过程是艰辛的,但是在我的努力之下还是完成了。在这个过程中马老师给了我很大的的帮助,没有他的尽心指导和严格的要求,我也不会顺利完成这次设计。每次遇到难题,我最先做的就是向马老师寻求帮助,而马老师每次不管忙或闲,总会抽空来找我面谈,然后一起商量解决的办法。马老师平日里工作繁多,但我做毕业设计的每个阶段,从选题到查阅资料,论文提纲的确定,中期论文的修改,后期论文格式调整等各个环节中都给予了我悉心的指导。这几个月以来,马老师不仅在学业上给我以精心指导,同时还在思想给我以无微不至的关怀,在此谨向马老师致以诚挚的谢意和崇高的敬意。这次的毕业设计,对于培养我们理论联系实际的设计思想,训练综合运用道路设计和有关课程的理论,结合生产实际反系和解决工程实际问题的能力,巩固、加深和扩展有关道路设计方面的知识等方面有重要的作用。写作毕业论文是一次再系统学习的过程,毕业设计的完成,同样也意味着新、生活的开始。希望大家在将来的生活中继续追逐最初的梦想,永不放弃。-25- 哈尔滨理工大学学士学位论文参考文献[1].《公路工程技术标准》(JTGB01-2003)[S].北京:人民交通出版社,2004.[2].《公路路线设计规范》(JTGD20-2006)[S].北京:人民交通出版社,2006.[3].《公路路基设计规范》(JTGD30-2004)[S].北京:人民交通出版社,2004.[4].《公路沥青路面设计规范》(JTGD20-2006)[S].北京:人民交通出版社,2006.[5].《公路桥涵通用设计规范》(JTGD60-2004)[S].北京:人民交通出版社,2004.[6].《公路排水设计规范》(JTJ018-97)[S].北京:人民交通出版社,1997.[7].《公路工程技术标准》(JTGB01-2003)[8].《公路沥青路面设计规范》(JTGD50-2006)[9].孙家驷、李松青,《道路设计资料集1-基本资料》[M].北京:人民交通出版社,2003.[10].孙家驷、李松青,《道路设计资料集3-路基分册》[M].北京:人民交通出版社,2003.[11].孙家驷、李松青,《道路设计资料集4-路面分册》[M].北京:人民交通出版社,2003.[12].潘兵宏、张驰,《公路路线计算机辅助设计与实例》[M].北京:人民交通出版社,2007.[13].《公路水泥混凝土路面设计规范》(JTGD40-2011)[14].《公路路基设计规范》(JTGD30-2015)[15].《公路沥青路面施工技术规范》(JTGF40-2004)-26- 哈尔滨理工大学学士学位论文附录A逐桩坐标表坐标坐标桩号桩号N(X)E(Y)N(X)E(Y)K123+03055540002219200K123+2805554187.742219365.087K123+0405554007.512219206.603K123+2905554195.2492219371.691K123+0505554015.0192219213.207K123+3005554202.7592219378.294K123+0605554022.5292219219.81K123+3105554210.2692219384.898K123+0705554030.0382219226.414K123+3205554217.7782219391.501K123+0805554037.5482219233.017K123+3305554225.2882219398.105K123+0905554045.0582219239.621K123+3405554232.7972219404.708K123+1005554052.5672219246.224K123+3505554240.3072219411.312K123+1105554060.0772219252.828K123+3605554247.8172219417.915K123+1205554067.5862219259.431K123+3705554255.3262219424.519K123+1705554105.1342219292.449K123+4105554285.3752219450.921K123+2205554142.6822219325.466K123+4605554323.0722219483.768K123+2305554150.1922219332.07K123+4705554330.6462219490.298K123+2405554157.7012219338.673K123+4805554338.2352219496.81K123+2505554165.2112219345.277K123+4905554345.842219503.302K123+2605554172.7212219351.88K123+5005554353.4652219509.773K123+2705554180.232219358.484K123+5105554361.1092219516.22坐标坐标桩号桩号N(X)E(Y)N(X)E(Y)K123+5205554368.7752219522.641K123+7705554571.3162219668.684-27- 哈尔滨理工大学学士学位论文K123+5305554376.4632219529.036K123+776.5755554577.0072219671.977K123+5405554384.1762219535.4K123+7805554579.982219673.677K123+5505554391.9152219541.733K123+7905554588.6932219678.584K123+5605554399.6822219548.033K123+8005554597.4562219683.403K123+5705554407.4772219554.296K123+8105554606.2652219688.135K123+5805554415.3022219560.522K123+8205554615.1222219692.778K123+5905554423.1592219566.708K123+8305554624.0252219697.332K123+6005554431.0492219572.852K123+8405554632.9722219701.797K123+6105554438.9732219578.952K123+8505554641.9642219706.173K123+6205554446.9332219585.006K123+86055546512219710.458K123+6305554454.9292219591.011K123+8705554660.0772219714.652K123+6405554462.9632219596.965K123+8805554669.1962219718.756K123+6505554471.0362219602.866K123+8905554678.3562219722.768K123+6605554479.152219608.712K123+9005554687.5562219726.689K123+6705554487.3042219614.501K123+9105554696.7942219730.517K123+6805554495.5012219620.229K123+9205554706.072219734.253K123+6905554503.7412219625.895K123+9305554715.3832219737.896K123+7005554512.0252219631.496K123+9405554724.7312219741.445K123+7105554520.3542219637.03K123+9505554734.1152219744.901K123+7205554528.7292219642.494K123+9605554743.5332219748.263K123+7305554537.1512219647.887K123+9705554752.9842219751.53K123+7405554545.6192219653.204K123+9805554762.4682219754.703K123+7505554554.1362219658.445K123+9905554771.9822219757.781K123+7605554562.7022219663.605K124+0005554781.5272219760.763-28- 哈尔滨理工大学学士学位论文坐标坐标桩号桩号N(X)E(Y)N(X)E(Y)K124+0105554791.1012219763.65K124+2605555037.1512219804.079K124+0205554800.7042219766.441K124+2705555047.1462219804.408K124+0305554810.3342219769.136K124+2805555057.1432219804.636K124+0405554819.992219771.734K124+2905555067.1422219804.765K124+0505554829.6722219774.236K124+3005555077.1422219804.794K124+0605554839.3792219776.641K124+3105555087.1422219804.722K124+0705554849.1092219778.948K124+319.2825555096.4222219804.566K124+0805554858.8612219781.159K124+3205555097.142219804.551K124+0905554868.6362219783.271K124+3305555107.1372219804.28K124+1005554878.4312219785.286K124+3405555117.132219803.912K124+1105554888.2452219787.202K124+3505555127.1192219803.449K124+1205554898.0782219789.021K124+3605555137.1042219802.894K124+1305554907.9292219790.741K124+3705555147.0832219802.249K124+1405554917.7972219792.362K124+3805555157.0562219801.517K124+1505554927.682219793.885K124+3905555167.0232219800.701K124+1605554937.5782219795.309K124+4005555176.9822219799.802K124+1705554947.492219796.633K124+4105555186.9342219798.824K124+1805554957.4152219797.859K124+4205555196.8782219797.77K124+1905554967.3512219798.985K124+4305555206.8142219796.64K124+2005554977.2982219800.012K124+4405555216.7422219795.439K124+2105554987.2552219800.939K124+4505555226.6612219794.169K124+2205554997.2212219801.766K124+4605555236.5712219792.832K124+2305555007.1942219802.494K124+4705555246.4722219791.431-29- 哈尔滨理工大学学士学位论文K124+2405555017.1742219803.123K124+4805555256.3652219789.968K124+2505555027.162219803.651K124+4905555266.2482219788.446坐标坐标桩号桩号N(X)E(Y)N(X)E(Y)K124+5005555276.1232219786.867K124+7405555511.1512219738.461K124+5105555285.9892219785.234K124+7505555520.9072219736.265K124+5205555295.8462219783.55K124+7605555530.6622219734.069K124+5305555305.6942219781.816K124+7705555540.4182219731.872K124+5405555315.5352219780.036K124+7805555550.1742219729.676K124+5505555325.3672219778.212K124+7905555559.932219727.48K124+5605555335.1912219776.346K124+8005555569.6862219725.284K124+5705555345.0082219774.441K124+8105555579.4422219723.088K124+5805555354.8182219772.5K124+8205555589.1982219720.891K124+5905555364.6212219770.524K124+8305555598.9532219718.695K124+6005555374.4172219768.517K124+8405555608.7092219716.499K124+6105555384.2082219766.48K124+8505555618.4652219714.303K124+6205555393.9922219764.417K124+8605555628.2212219712.107K124+6305555403.7722219762.33K124+8705555637.9772219709.91K124+6405555413.5472219760.22K124+8805555647.7332219707.714K124+6505555423.3182219758.091K124+8905555657.4892219705.518K124+6605555433.0852219755.946K124+9005555667.2442219703.322K124+6705555442.8492219753.786K124+91055556772219701.126K124+6805555452.612219751.613K124+9205555686.7562219698.93K124+6905555462.3692219749.432K124+9305555696.5122219696.733-30- 哈尔滨理工大学学士学位论文K124+7005555472.1272219747.243K124+9405555706.2682219694.537K124+7105555481.8832219745.049K124+9505555716.0242219692.341K124+719.2825555490.9382219743.011K124+9605555725.782219690.145K124+7205555491.6392219742.853K124+9705555735.5352219687.949K124+7305555501.3952219740.657K124+9805555745.2912219685.752坐标坐标桩号桩号N(X)E(Y)N(X)E(Y)K124+9905555755.0472219683.556K125+2405555998.9442219628.652K125+0005555764.8032219681.36K125+2505556008.6992219626.455K125+0105555774.5592219679.164K125+2605556018.4552219624.259K125+0205555784.3152219676.968K125+2705556028.2112219622.063K125+0305555794.0712219674.771K125+2805556037.9672219619.867K125+0405555803.8262219672.575K125+2905556047.7232219617.671K125+0505555813.5822219670.379K125+3005556057.4792219615.474K125+0605555823.3382219668.183K125+3105556067.2352219613.278K125+0705555833.0942219665.987K125+3205556076.992219611.082K125+0805555842.852219663.791K125+3305556086.7462219608.886K125+0905555852.6062219661.594K125+3405556096.5022219606.69K125+1005555862.3622219659.398K125+3505556106.2582219604.493K125+1105555872.1172219657.202K125+3605556116.0142219602.297K125+1205555881.8732219655.006K125+3705556125.772219600.101K125+1305555891.6292219652.81K125+3805556135.5262219597.905K125+1405555901.3852219650.613K125+3905556145.2812219595.709K125+1505555911.1412219648.417K125+4005556155.0372219593.513-31- 哈尔滨理工大学学士学位论文K125+1605555920.8972219646.221K125+4105556164.7932219591.316K125+1705555930.6532219644.025K125+4205556174.5492219589.12K125+1805555940.4082219641.829K125+4305556184.3052219586.924K125+1905555950.1642219639.632K125+4405556194.0612219584.728K125+2005555959.922219637.436K125+4505556203.8172219582.532K125+2105555969.6762219635.24K125+4605556213.5732219580.335K125+2205555979.4322219633.044K125+4705556223.3282219578.139K125+2305555989.1882219630.848K125+4805556233.0842219575.943坐标坐标桩号桩号N(X)E(Y)N(X)E(Y)K125+4905556242.842219573.747K125+7405556486.7372219518.842K125+5005556252.5962219571.551K125+7505556496.4922219516.646K125+5105556262.3522219569.354K125+7605556506.2482219514.45K125+5205556272.1082219567.158K125+7705556516.0042219512.254K125+5305556281.8642219564.962K125+7805556525.762219510.057K125+5405556291.6192219562.766K125+7905556535.5162219507.861K125+5505556301.3752219560.57K125+8005556545.2722219505.665K125+5605556311.1312219558.374K125+8105556555.0282219503.469K125+5705556320.8872219556.177K125+8205556564.7832219501.273K125+5805556330.6432219553.981K125+8305556574.5392219499.076K125+5905556340.3992219551.785K125+8405556584.2952219496.88K125+6005556350.1552219549.589K125+8505556594.0512219494.684K125+6105556359.912219547.393K125+8605556603.8072219492.488K125+6205556369.6662219545.196K125+8705556613.5632219490.292-32- 哈尔滨理工大学学士学位论文K125+6305556379.4222219543K125+876.5925556619.9942219488.844K125+6405556389.1782219540.804K125+8805556623.3192219488.096K125+6505556398.9342219538.608K125+8905556633.0752219485.9K125+6605556408.692219536.412K125+9005556642.8312219483.707K125+6705556418.4462219534.215K125+9105556652.5892219481.519K125+6805556428.2012219532.019K125+9205556662.3482219479.337K125+6905556437.9572219529.823K125+9305556672.1092219477.164K125+7005556447.7132219527.627K125+9405556681.8722219475.001K125+7105556457.4692219525.431K125+9505556691.6382219472.851K125+7205556467.2252219523.235K125+9605556701.4072219470.715K125+7305556476.9812219521.038K125+9705556711.182219468.595坐标坐标桩号桩号N(X)E(Y)N(X)E(Y)K125+9805556720.9572219466.494K126+2305556967.4642219425.688K125+9905556730.7382219464.412K126+2405556977.4212219424.76K126+0005556740.5242219462.353K126+2505556987.3842219423.904K126+0105556750.3142219460.318K126+2605556997.3532219423.122K126+0205556760.1112219458.309K126+2705557007.3282219422.417K126+0305556769.9122219456.329K126+2805557017.3092219421.791K126+0405556779.722219454.378K126+2905557027.2942219421.245K126+0505556789.5352219452.459K126+3005557037.2832219420.782K126+0605556799.3552219450.575K126+3105557047.2762219420.403K126+0705556809.1832219448.726K126+3205557057.2712219420.111K126+0805556819.0182219446.916K126+3305557067.2692219419.907-33- 哈尔滨理工大学学士学位论文K126+0905556828.862219445.145K126+3405557077.2692219419.795K126+1005556838.7092219443.417K126+3505557087.2692219419.775K126+1105556848.5662219441.733K126+3605557097.2682219419.849K126+1205556858.4312219440.094K126+3705557107.2672219420.02K126+1305556868.3042219438.504K126+376.5925557113.8572219420.187K126+1405556878.1852219436.964K126+3805557117.2632219420.29K126+1505556888.0732219435.476K126+3905557127.2562219420.66K126+1605556897.972219434.042K126+4005557137.2452219421.13K126+1705556907.8742219432.664K126+4105557147.2292219421.699K126+1805556917.7872219431.344K126+4205557157.2062219422.369K126+1905556927.7072219430.084K126+4305557167.1772219423.138K126+2005556937.6352219428.887K126+4405557177.1392219424.006K126+2105556947.5712219427.753K126+4505557187.0922219424.975K126+2205556957.5142219426.687K126+4605557197.0352219426.043坐标坐标桩号桩号N(X)E(Y)N(X)E(Y)K126+4705557206.9662219427.21K126+7205557448.7492219488.171K126+4805557216.8862219428.476K126+7305557458.0472219491.852K126+4905557226.7922219429.842K126+7405557467.3072219495.626K126+5005557236.6842219431.306K126+7505557476.532219499.492K126+5105557246.5612219432.87K126+7605557485.7132219503.451K126+5205557256.4222219434.532K126+7705557494.8562219507.501K126+5305557266.2662219436.292K126+7805557503.9582219511.642K126+5405557276.0912219438.151K126+7905557513.0182219515.874-34- 哈尔滨理工大学学士学位论文K126+5505557285.8982219440.108K126+8005557522.0362219520.197K126+5605557295.6852219442.164K126+8105557531.012219524.609K126+5705557305.452219444.316K126+8205557539.9392219529.111K126+5805557315.1932219446.567K126+8305557548.8232219533.702K126+5905557324.9142219448.914K126+8405557557.662219538.382K126+6005557334.612219451.359K126+8505557566.452219543.149K126+6105557344.2822219453.901K126+8605557575.1922219548.005K126+6205557353.9282219456.539K126+8705557583.8862219552.947K126+6305557363.5462219459.274K126+8805557592.5292219557.977K126+6405557373.1372219462.104K126+8905557601.1212219563.092K126+6505557382.72219465.031K126+9005557609.6622219568.293K126+6605557392.2322219468.052K126+9105557618.1512219573.579K126+6705557401.7342219471.169K126+9205557626.5862219578.95K126+6805557411.2042219474.381K126+9305557634.9672219584.405K126+6905557420.6412219477.688K126+9405557643.2932219589.944K126+7005557430.0452219481.088K126+944.0795557646.6732219592.227K126+7105557439.4152219484.583K126+9505557651.5632219595.565坐标坐标桩号桩号N(X)E(Y)N(X)E(Y)K126+9605557659.7782219601.268K127+2105557848.7992219764.37K126+9705557667.9372219607.05K127+2205557855.8122219771.498K126+9805557676.042219612.909K127+2305557862.7932219778.658K126+9905557684.0892219618.843K127+2405557869.7432219785.848K127+0005557692.0842219624.851K127+2505557876.6642219793.066-35- 哈尔滨理工大学学士学位论文K127+0105557700.0252219630.928K127+2605557883.5562219800.311K127+0205557707.9132219637.075K127+2705557890.4222219807.582K127+0305557715.7482219643.288K127+2805557897.2632219814.876K127+0405557723.5322219649.566K127+2905557904.082219822.192K127+0505557731.2652219655.906K127+3005557910.8742219829.53K127+0605557738.9482219662.308K127+3105557917.6472219836.887K127+0705557746.5812219668.768K127+3205557924.42219844.262K127+0805557754.1662219675.285K127+3305557931.1352219851.654K127+0905557761.7032219681.857K127+3405557937.8532219859.061K127+1005557769.1932219688.482K127+3505557944.5562219866.483K127+1105557776.6372219695.159K127+3605557951.2442219873.916K127+1205557784.0372219701.886K127+3705557957.9212219881.362K127+1305557791.3932219708.66K127+3805557964.5862219888.817K127+1405557798.7062219715.48K127+3905557971.2412219896.28K127+1505557805.9782219722.344K127+4005557977.8892219903.751K127+1605557813.2092219729.252K127+4105557984.5292219911.227K127+1705557820.4012219736.2K127+4205557991.1652219918.708K127+1805557827.5552219743.187K127+4305557997.7972219926.193K127+1905557834.6712219750.213K127+4405558004.4272219933.679K127+2005557841.7522219757.274K127+444.0795558007.1312219936.733坐标坐标桩号桩号N(X)E(Y)N(X)E(Y)K127+4505558011.0572219941.166K127+7005558176.7912220128.335K127+4605558017.6862219948.652K127+7105558183.422220135.821-36- 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哈尔滨理工大学学士学位论文K129+9900.72229.73107.2201.44604.32201.44K130+0000.72224.92107.2201.44604.32201.44K130+0100.72220.14107.2201.44604.32201.44K130+0200.731215.08107.255201.451604.353201.451K130+0300.731209.01107.31201.462604.386201.462K130+0400.731201.87107.31201.462604.386201.462K130+0500.731193.68107.31201.462604.386201.462K130+0600.731182.96107.31201.462604.386201.462K130+0700.731172.61107.31201.462604.386201.462K130+0800.731161.2107.31201.462604.386201.462K130+0900.731148.74107.31201.462604.386201.462K130+1000.731135.22107.31201.462604.386201.462K130+1100.72120.96107.255201.451604.353201.451K130+1200.72107.05107.2201.44604.32201.44K130+1300.7293.599107.2201.44604.32201.44K130+1400.7280.602107.2201.44604.32201.44K130+1500.7268.059107.2201.44604.32201.44K130+1600.7255.972107.2201.44604.32201.44K130+1700.7244.338107.2201.44604.32201.44K130+1800.7233.159107.2201.44604.32201.44K130+1900.95423.196108.37201.674605.022201.674K130+2001.13518.0291010.445202.089606.267202.089K130+2101.33716.6421012.36202.472607.416202.472K130+2201.53715.5891014.37202.874608.622202.874K130+2301.72814.7191016.325203.265609.795203.265K130+2401.89814.0231018.13203.6266010.878203.626K130+2502.0413.491019.69203.9386011.814203.938K130+2602.14713.1131020.935204.1876012.561204.187K130+2702.21312.8881021.8204.366013.08204.36-71- 哈尔滨理工大学学士学位论文K130+2802.23612.8111022.245204.4496013.347204.449K130+2902.21712.8571022.265204.4536013.359204.453K130+3002.15610.5641021.865204.3736013.119204.373K130+3103.4956.2711028.255205.6516016.953205.651K130+3206.0492.2631047.72209.5446028.632209.544K130+33010.4320.0751082.4052016.4816049.4432016.481K130+34017.02210137.272027.4546082.3622027.454K130+35023.71510203.6852040.73760122.2112040.737K130+36030.2610269.8752053.97560161.9252053.975K130+37034.9510326.052065.2160195.632065.21K130+38038.36810366.592073.31860219.9542073.318K130+39041.59710399.8252079.96560239.8952079.965K130+45057.77710565201136033920113K130+46060.33910590.5820118.1260354.34820118.116K130+47062.88110616.120123.2260369.6620123.22K130+48064.31310635.9720127.1960381.58220127.194K130+49064.10810642.10520128.4260385.26320128.421K130+50063.39410637.5120127.560382.50620127.502K130+51062.6810630.3720126.0760378.22220126.074K130+52061.96710623.23520124.6560373.94120124.647K130+526.22861.5226.228384.544752076.90960230.7272076.9089K130+53061.3293.772231.696992046.33960139.0182046.3394K130+54061.43310613.8120122.7660368.28620122.762K130+55060.21210608.22520121.6560364.93520121.645K130+56058.71910594.65520118.9360356.79320118.931K130+57056.45810575.88520115.1860345.53120115.177K130+58054.19610553.2720110.6560331.96220110.654K130+59051.92910530.62520106.1360318.37520106.125K130+60049.64910507.8920101.5860304.73420101.578-72- 哈尔滨理工大学学士学位论文K130+61047.35210485.0052097.00160291.0032097.001K130+62045.03110461.9152092.38360277.1492092.383K130+63042.52910437.82087.5660262.682087.56K130+64039.50510410.172082.03460246.1022082.034K130+65029.3110344.0752068.81560206.4452068.815K130+66024.96410271.372054.27460162.8222054.274K130+67020.86110229.1252045.82560137.4752045.825K130+68016.69110187.762037.55260112.6562037.552K130+69012.6960.04810146.9352029.3876088.1612029.387K130+7009.3970.7810110.4652022.0936066.2792022.093K130+7106.8632.4161081.32016.266048.782016.26K130+7204.8954.7991058.792011.7586035.2742011.758K130+7303.2827.7011040.885208.1776024.531208.177K130+7402.02711.1271026.545205.3096015.927205.309K130+7501.03914.9961015.33203.066609.198203.066K130+7600.71519.016108.77201.754605.262201.754K130+7700.71522.495107.15201.43604.29201.43K130+7800.72425.302107.195201.439604.317201.439K130+7900.7227.457107.22201.444604.332201.444K130+8000.73429.551107.27201.454604.362201.454K130+8100.73431.592107.34201.468604.404201.468K130+8200.73432.936107.34201.468604.404201.468K130+826.2280.73433.6986.2284.571352200.9143602.74281200.91427K130+8300.73734.1663.7722.774306200.5549601.66458200.55486K130+8400.73735.114107.37201.474604.422201.474K130+8500.73735.543107.37201.474604.422201.474K130+8600.73435.758107.355201.471604.413201.471K130+8700.72733.432107.305201.461604.383201.461K130+8800.72728.256107.27201.454604.362201.454-73- 哈尔滨理工大学学士学位论文K130+8900.72924.765107.28201.456604.368201.456K130+9000.72520.955107.27201.454604.362201.454K130+9100.7217.087107.225201.445604.335201.445K130+9201.26813.548109.94201.988605.964201.988K130+9302.00910.5611016.385203.277609.831203.277K130+9403.0658.1041025.37205.0746015.222205.074K130+9504.2736.2181036.69207.3386022.014207.338K130+9603.1827.4451037.275207.4556022.365207.455K130+9703.8763.7381035.29207.0586021.174207.058K130+9808.0340.8961059.552011.916035.732011.91K130+9907.2532.2751076.4352015.2876045.8612015.287K131+0004.0985.0871056.7552011.3516034.0532011.351K131+0101.9066.5821030.02206.0046018.012206.004K131+0200.9551.5161014.305202.861608.583202.861K131+0307.1931040.74208.1486024.444208.148K131+04015.27510112.342022.4686067.4042022.468K131+05027.51410213.9452042.78960128.3672042.789K131+06039.3110334.122066.82460200.4722066.824K131+07051.10810452.092090.41860271.2542090.418K131+08048.51110498.0952099.61960298.8572099.619K131+09039.32910439.22087.8460263.522087.84K131+10030.13310347.312069.46260208.3862069.462K131+11020.92810255.3052051.06160153.1832051.061K131+12011.71910163.2352032.6476097.9412032.647K131+1303.1810.1721074.52014.96044.72014.9K131+1400.725.6381019.505203.9016011.703203.901K131+1500.7213.272107.2201.44604.32201.44K131+1600.72320.974107.215201.443604.329201.443K131+1700.72325.951107.23201.446604.338201.446-74- 哈尔滨理工大学学士学位论文K131+175.5790.7227.1935.5794.0252485200.805602.41515200.80505K131+1800.7227.8824.4213.18312200.6366601.90987200.63662K131+1900.7229.494107.2201.44604.32201.44K131+2000.7230.734107.2201.44604.32201.44K131+2100.7231.945107.2201.44604.32201.44K131+2200.7233.206107.2201.44604.32201.44K131+2300.7234.518107.2201.44604.32201.44K131+2400.7235.878107.2201.44604.32201.44K131+2500.7237.285107.2201.44604.32201.44K131+2600.7238.937107.2201.44604.32201.44K131+2700.7240.936107.2201.44604.32201.44K131+2800.7242.986107.2201.44604.32201.44K131+2900.72145.082107.205201.441604.323201.441K131+3000.72147.1107.21201.442604.326201.442K131+3100.72148.976107.21201.442604.326201.442K131+3200.72150.7107.21201.442604.326201.442K131+3300.7252.284107.205201.441604.323201.441K131+3400.7253.866107.2201.44604.32201.44K131+3500.7255.479107.2201.44604.32201.44K131+3600.7257.119107.2201.44604.32201.44K131+3700.7258.786107.2201.44604.32201.44K131+3800.7260.48107.2201.44604.32201.44K131+3900.7262.198107.2201.44604.32201.44K131+4000.7263.939107.2201.44604.32201.44K131+4100.7265.702107.2201.44604.32201.44K131+4200.7267.485107.2201.44604.32201.44K131+4300.72269.21107.21201.442604.326201.442K131+4400.72270.68107.22201.444604.332201.444K131+4500.72271.88107.22201.444604.332201.444-75- 哈尔滨理工大学学士学位论文K131+4600.72272.803107.22201.444604.332201.444K131+4700.72273.448107.22201.444604.332201.444K131+475.5790.72473.6725.5794.033617200.8067602.42017200.80672K131+4800.72473.7494.4213.200804200.6402601.92048200.64016K131+4900.72273.638107.23201.446604.338201.446K131+5000.72273.314107.22201.444604.332201.444K131+5100.72272.791107.22201.444604.332201.444K131+5200.72272.065107.22201.444604.332201.444K131+5300.72271.142107.22201.444604.332201.444K131+5400.72270.023107.22201.444604.332201.444K131+5500.7268.785107.21201.442604.326201.442K131+5600.72167.551107.205201.441604.323201.441K131+5700.72166.277107.21201.442604.326201.442K131+5800.72164.915107.21201.442604.326201.442K131+5900.72163.467107.21201.442604.326201.442K131+6000.72161.931107.21201.442604.326201.442K131+6100.72160.303107.21201.442604.326201.442K131+6200.72158.585107.21201.442604.326201.442K131+6300.72156.78107.21201.442604.326201.442K131+6400.72154.887107.21201.442604.326201.442K131+6500.7252.936107.205201.441604.323201.441K131+6600.7250.996107.2201.44604.32201.44K131+6700.72249.061107.21201.442604.326201.442K131+6800.72247.047107.22201.444604.332201.444K131+6900.72244.927107.22201.444604.332201.444K131+7000.72242.702107.22201.444604.332201.444K131+7100.72240.371107.22201.444604.332201.444K131+7200.73136.752107.265201.453604.359201.453K131+7300.73128.938107.31201.462604.386201.462-76- 哈尔滨理工大学学士学位论文K131+7402.31413.8751015.225203.045609.135203.045K131+75011.6560.3751069.852013.976041.912013.97K131+76036.07410238.652047.7360143.192047.73K131+77061.94110490.0752098.01560294.0452098.015K131+78072.92510674.3320134.8760404.59820134.866K131+79073.04810729.86520145.9760437.91920145.973K131+80073.1710731.0920146.2260438.65420146.218K131+81073.29210732.3120146.4660439.38620146.462K131+82073.41510733.53520146.7160440.12120146.707K131+83073.69610735.55520147.1160441.33320147.111K131+84076.1041074920149.860449.420149.8K131+85081.22410786.6420157.3360471.98420157.328K131+86089.05610851.420170.2860510.8420170.28K131+87099.40210942.2920188.4660565.37420188.458K131+880109.58101044.92520208.9960626.95520208.985K131+890117.03101133.0520226.6160679.8320226.61K131+900121.55101192.86520238.5760715.71920238.573K131+910125.24101233.9120246.7860740.34620246.782K131+920128.94101270.87520254.1860762.52520254.175K131+930132.65101307.96520261.5960784.77920261.593K131+940136.38101345.1820269.0460807.10820269.036K131+950140.12101382.52520276.5160829.51520276.505-77-'查看更多