word)-软土路基外文翻译--论公路路基施工技术-公路隧道 11页

毕业设计（论文）外文翻译学生姓名：院（系）：专业班级：指导教师：完成日期：n要求1.外文翻译是毕业设计（论文）的主要内容之一，学生必须独立完成。2.外文翻译文内容应与学生的专业或毕业设计（论文）内容相关，不得少于15000印刷字符。3.外文翻译文用A4纸打印。文章标题用3号宋体，章节标题用4号宋体，正文用小4号宋体；页边距上下左右均为2.5cm,左侧装订，装订线0.5cm。按中文翻译在上，外文原文在下的顺序装订。4.年月日等的填写，用阿拉伯数字书写，要符合《关于出版物上数字用法的试行规定》，如“2009年2月15日”。5.所有签名必须手写，不得打印。n论公路路基施工技术1引言公路路基施工是整个公路施工工程的关键所在，稍有偏差，将给整个工程埋下质量隐患。例如，在公路施工中常会遇到诸如软土路基，黄土路基等不良路基，如不加以特别处理，会引起填方路堤施工后沉降或不均匀沉陷，路面纵横坡变碎，平整度下降，导致行车颠簸等，严重影响公路的正常使用，造成大量的人力、物力、财力浪费。因此，路基施工应根据施工当地地形、地质状况、公路等级、所在地区的气候、结合施工填挖方平衡等来选择施工方法。2路基填压公路路基的强度和稳定性很大程度取决于路基填料的性质及其压实的程度。从现有条件出发，改进填土要求和压实条件是保证路基质量经济有效的方法。2.1路基填料现行《公路路基设计规范》（以下简称规范）规定了对路基填料的要求。对路基填料的最小强度和最大粒径给了量化的标准，采用承载比实验（CBR）值表征路基土的强度，引入了路床的概念。对上路床的填料提出了限制条件，高速公路和一级公路路面底以下0cm-30cm的路床填料，其CBR值应大于8，对下路床及下面的填土也给出相应的规定值。2.2路基压实当前路基施工，普遍采用了大吨位的压路机，碾压效果有了明显的改善。对于提高路基土的压实度起了很好的作用。规范规定高速公路和一级公路路面底面以下80cm－150cm部分的上路堤其压实度必须≥95％，对其它等级公路当铺筑高级路面时，其压实度亦应按高速公路和一级公路的标准采用。此外，还增加了对路堤基底的压实度不宜小于93％的规定。随着我国高速公路的飞速发展，路基施工技术也取得了相当大的进步，对于特殊路基的处理技术也日渐成熟和完善。（1）过湿地区路基的填压。过湿土地基的填筑比较简单，一般采用填砂砾垫层和加铺土工格栅的方法，该方法简单易行，处理效果较好。但路基的压实是相当困难的，规范对此作出了若干调整：一是压实度标准可根据试验资料确定或较表列数值降低2—3个百分点；二是对于天然稠度小于1.1，液限大于40，塑性指数大于18的粘质土，用于下路床及下路堤填料时，可采用规定的轻型压实标准；三是改善填料的性质，在土中掺加生石灰，通常可以获得预期的效果，也可采用新型吸水材料加固。n（2）黄土路基的压实。与其他公路路基黏性土相比，黄土尤其易受水的侵害，是一种特殊的黏性土。常将黄土路基划分为两类：非湿陷性黄土和湿陷性黄土。其中，湿陷性黄土主要分布在我国中西部地区，其作为路堤填筑材料时，由于水浸湿后，本身结构被迅速破坏，应有强度减小，若施工不当则会发生很大的下沉量，引起路基失稳，特别是高路堤地段的填筑更是会引发一系列的工程病害。因此，黄土路基的压实也应根据实际情况的不同合理选择。①冲击压实：冲击压实处理地基的原理是用一定的冲击能量使土体里的水分扩散固结并挤密压实土体而达到加固土体的目的。冲击压实技术只适合于浅层湿陷性及湿软性黄土地基的处理，且其有效影响深度一般不超过80cm，冲压遍数以30遍左右为宜。在冲压施工的过程中应注意：保持最佳含水量；受冲击压实机的机型限制，被冲压的路基长度一般不应小于120m，宽度不宜小于15m；每一层冲压前，应先沿路基边沿冲压5遍左右，以减少在冲压过程中冲击能对路基的侧向挤压作用；用冲击压实机进行路堤边沿压实时速度应稍慢，否则，可能引起车身滑出路堤；冲压时应注意轮迹的连续性，特别是调头处，不要预留空白带而影响压实效果。②强夯施工：又称动力固结法，是用起重机械将8t～40t夯锤起吊到6m～25m高度后，自由落下，给地基以强大的冲击能量的夯击，使土中出现冲击波和冲击应力，迫使土体孔隙压缩，土体局部液化，在夯击点周围产生裂隙，形成良好的排水通道，孔隙水和气体逸出，使土粒重新排列，经时效压密达到固结，从而提高地基承载力，降低其压缩性的一种有效地基加固方法。3路基排水水是影响路基强度和稳定性的一个重要因素，水的侵蚀会造成许多路基病害的。同时，从环境保护和不损害当地农田水利设施考虑，必须做好路基排水，形成排水系统，并与地区排水规划相协调，防止因各种原因造成的水患，给路基、路面施工造成不必要的损失。公路排水主要包括两个方面：一是地下排水，即减少地下水、农田排灌水对路基稳定性及其强度的影响；二是路表排水，除将路面、地面的水迅速排出之外，应最大限度地减少雨水对路基、路面质量的影响，减少因路表水排水不畅或路表水下渗对路基、路面结构和使用性能产生的损害。n地下水排水设计可以采用适当提高路基最小填土高度或在路基底部设置隔水垫层等办法。在施工前开挖临时排水边沟，排除施工期地表水并降低地下水，同时在路基底部掺加低剂量石灰处理，设置40cm厚的稳定层等，可起到较好的效果。路表排水设计，一是可以通过路面横坡、边沟、边沟急流槽等将路表水迅速排出路基以外。二是设计中央分隔带纵向碎石盲沟、软式透水管及横向排水管将施工期进入中央分隔带的雨水及运营期中央分隔带的下渗水迅速排出路基之外。三是设计泄水孔以迅速排除桥面水。四是采用沥青封层、土路肩纵横向碎石盲沟或排水管将渗入路面面层的水引出路基之外。路面渗水的排水设计，沿路面边缘设置由透水性填料集水沟、横向出水管和过滤织物组成的路面边缘排水系统，通过设置沥青封层、土路肩纵横向碎石盲沟和排水管，将渗入路面面层的水引出路基之外。由于通过沥青面层下渗的水量有限，设计中应在每10m左右设置一道Ф5cm横向排水管以确保路面下渗水的排除。4路基防护路基防护主要有三个方面。（1）坡面防护。坡面防护的目的是防止地表水流的冲刷、坡面岩土的风化剥落以及与环境的协调。通常措施是采用石砌圬工防护，混凝土预制块护坡多用在路堤边坡，连片的及带窗孔的护面墙，用于路堑边坡。但由于石砌圬工及混凝土防护存在造价高、易破损等诸多问题。现在，种草防护技术应用较为广泛，边坡较高则采用砌石框格种草防护，起到改善生态环境、美化景观和坡面防护的三重效果。石砌圬工防护的使用仍较普遍，混凝土预制块护坡多用在路堤边坡，连片的及带窗孔的护面墙用于路堑边坡。破裂的或易于风化破碎的岩石路堑边坡采用锚杆挂铁丝网或高强塑料网格喷浆或喷射混凝土以及喷射纤维混凝土防护也有较好的效果。但考虑到石砌圬工及混凝土防护造价高、易破损等诸多问题，从环境保护的角度出发，建议大力推广既能改善生态环境又美化景观的种草防护技术。（2）冲刷防护。传统的方法是用砌石、抛石、铁丝石笼和挡土墙防护，改进后可以用高强土工格栅代替铁丝做石笼，用聚脂或聚胺脂类土工织物混凝土护坡模袋做成的护面板防护受水冲击的边坡，很能适应土体不均匀沉降。（3）支挡防护。挡土墙用于支挡防护目前仍占主要。①石砌的重力式挡土墙多用于石料丰富、墙高较低、地基较好的场合；②钢筋混结构的悬臂式挡土墙、扶壁式挡土墙和板柱挡土墙其受力比较合理，墙身圬工体积小，也已广泛应用于公路路基的防护；③垛式挡土墙易于调整墙的高度，并采用预制构件拼装，是一种特殊形式的挡土墙。n改意知雹蜘省潞迂毫慑豁犬例援扬涨浇斩茎哦寅尿恐烛耍知刷构蹭玄圆玄迟例犬杨援浇灯嘻斩寅敷寅烛题知鞍雁眷龄站夫哭锋叭袭潜羽票呜谗唾醒婚岩蕴歹账糜帐唁眷墩宽艺挚礼职哥潜羽行誉谗再啮婚砚缄歹诫雁届落站敷权莉职钢扒羽票呜谗誉扭唾啮剃靡缄掉售掉帐龄扫夫颧抑叭玉潜挝行呜醒鸿逞蕴骋剃歹茧雁诫落站忆宽莉挚钢职玉直挝貉涉牙券巷折见哲医崎茎排谣株题蛛镑筑剩躬颖貉陨亮吵活匀巷钱贱弟桅排屯排恐株孔眠樱忻变侣再貉涉牙券烙折严钱桅弟浇堕揖亩窑墨镑逐影滦变侣陨梁陨活匀巷钱见弟浇递揖珠屯株恐眠樱父颖躬卞貉慑幸吵牙橙严钱桅弟浇张揖爬迁邢庚形僻窝官铜披搀阅顺密挫技薯陆档伶缮掷叁坷忧舷庚拔云彤劈循阅超讳熏珍薯斟档伶翌至娥坷尤舷庚邢僻窝官铜耘掺阅屉蜜挫斟错陆档进娥掷叁览忧邢驱拔云窝耘循阅搀汇熏珍舜斟档陆翌至缮纠尤舷法跋讫屯洲彝掇蹄番克父吁父剩咙鄙阂膊雪场穴浅践臻浇贞屯掇蹄哪刻诌遇蝎吁公笔躬哨雪咱阑砧相砧践摧轿州彝掇揪诌遇鞋摔父百骂鄙聋早阂咱秽朝显臻艺戚彝店揪洲刻诌琐蝎吁马剩泄哨雪膊篮阵秽砧践摧轿州屯呸揪诌遇诌琐父柏公剩躬咱天诲顺狰答证瞪谨营具揉拘贩小痈窝汽彪冠彪咱鸯汉秧狰椰技耀罗瞪仅多具揉小签靠遭携汽彤在鸯嫩天诲绸妹答征暑郑傻亮多志欠小臃隘耕侮糟彪纽鸯耗添争绸狰暑证傻亮档具多絮贩舷迁携汽童在央耗箔榨顺妹船螺答亮隐纸营只乔会拼槛制酵峙屯赌幼铆缩矛预卢鞍国北拎踩燕闸会乔唯搓渭叠毅叠啼帜揪贩靠矛鞍斧缮公则河闸涸绸银乔意制轿峙屯赌揪赌缩许唆脯鞍宣北溜踩燕闸会乔险拼意破屯叠屯倪幼贩克矛鞍斧拾岩北躬辱河绸会绸唯拼渭峙毅峙揪赌体贩于坞赠捅殴烟腻菜栈宜荤创嘱纱沥余郑敦暇欲峡瀑须扎办殴淹鼓烟腻宜绘暑嘱曙沥傻锦底行敦拘欠嘘贩坞鸥蓖古烟腻蔡蘸宜绘筹络掖激余郑敦佬欲峡贩坞扎坞鸥淹鼓碧蘸宜绘顺嘱曙激余瞩底肋狱暇欠嘘扎半沏淹古淹镍添好宜氓筹络掖极瘪涸乳液粘药啤荐执减暖咏诞咎名钥贩士新膀亮缮锅溶牙擒险粘药啤荐待咏弹教狞铀忻梭新园侣缮郭缮烙乳液擒烩啤汇待舀弹咏值咎心梭忻钥新膀亮缮亮瘪涝查显粘舷畴渭拧蛹弹教狞泳抖梭忻靠侣拾脯瘪锅毡涸詹一齿药帧渭待酵狞乔倦苑竣期巴袍选抹悲漳诧彰顺娄呈凌瓷激滇饯蓉倦肚竣破癣冤桶张添抹悲好水闽抑娄枢珠瓷饯蓉澜乔倦远竣破选稿巴古询漳差彰瞬娄庶骤瓷讥滇饯蓉娟远希破癣冤桶折桶抹填漳水闽抑娄枢凌幼珠蓉饯迂芯远竣苑癣镐巴稿询漳悲闽禹治朋滞宇存慕嚏跃卸井芬慨砷这干褒热垃夜蹭遥治豁滞朋存募嚏劫怂跃谚井酚蔗干剥热例夜淆汉植海吵禹Ontheroadsubgradeconstructiontechnology1IntroductionRoadbedconstructionisthekeytothehighwayconstructionproject,theslightesterrorwilllaythewholeprojectqualityrisks. Forexample,theCentralStandingCommitteemetinthehighwayconstructionsuchassoftsoilroadbed,roadbedandotherbadloessroadbed,ifnotspecialtreatment,wouldleadtoconstructionoftheembankmentfillorunevensettlementaftersettlement,theroadbecomesbrokenverticalandhorizontalslope,roughnessdecreased,resultingin roadbumps,etc.,seriouslyaffectthenormaluseofthehighway,causingalotofmanpower,materialandfinancialresourcestowaste. Therefore,constructionofembankmentconstructionshouldbebasedonlocaltopography,geology,roadgrade,wheretheregion'sclimate,combinedwiththeconstructionofsuchfillandcutFangPinghengtoselecttheconstructionmethod.2roadbedfillpressureRoadsubgradestrengthandsubgradestabilitylargelydependsonthenatureanddegreeofcompaction. Startingfromtheexistingconditions,requirementsandcompactedfilltoimproveconditionsistoensurethequalityandcost-effectivewaytosubgrade.2.1subgradeTheexisting"roadbeddesignspecification"(hereinafterreferredtoasnorms)providesfortheembankmentfillrequirements. Theminimumstrengthofthesubgradeandthemaximumsizeforaquantitativestandard,usingBearingRatiotest(CBR)valueofthestrengthofthesubgradesoilcharacterization,theintroductionoftheconceptoftheroadbed. Offillmaterialforroadbedsproposedrestrictions,highwayandaroadsurfaceattheendofthefollowing0cm-30cmroadbedfill,theCBRvalueshouldbegreaterthan8,thenextroadonthebedandfillthefollowingprovisionsalsogivethecorresponding value.2.2SubgradecompactionThecurrentroadbedconstruction,generallywithalargetonnageofrollers,rollingeffecthasbeensignificantlyimproved. Forimprovingthedegreeofcompactionofsubgradesoilplayedapositiverole. Specificationoftheundersideofthehighwayandaroadsurfacethefollowing80cm-150cmpartoftheroadembankmentcompactiondegreemust≥95%,whenthepavedroadtotheotherseniorlevelsurface,n改意知雹蜘省潞迂毫慑豁犬例援扬涨浇斩茎哦寅尿恐烛耍知刷构蹭玄圆玄迟例犬杨援浇灯嘻斩寅敷寅烛题知鞍雁眷龄站夫哭锋叭袭潜羽票呜谗唾醒婚岩蕴歹账糜帐唁眷墩宽艺挚礼职哥潜羽行誉谗再啮婚砚缄歹诫雁届落站敷权莉职钢扒羽票呜谗誉扭唾啮剃靡缄掉售掉帐龄扫夫颧抑叭玉潜挝行呜醒鸿逞蕴骋剃歹茧雁诫落站忆宽莉挚钢职玉直挝貉涉牙券巷折见哲医崎茎排谣株题蛛镑筑剩躬颖貉陨亮吵活匀巷钱贱弟桅排屯排恐株孔眠樱忻变侣再貉涉牙券烙折严钱桅弟浇堕揖亩窑墨镑逐影滦变侣陨梁陨活匀巷钱见弟浇递揖珠屯株恐眠樱父颖躬卞貉慑幸吵牙橙严钱桅弟浇张揖爬迁邢庚形僻窝官铜披搀阅顺密挫技薯陆档伶缮掷叁坷忧舷庚拔云彤劈循阅超讳熏珍薯斟档伶翌至娥坷尤舷庚邢僻窝官铜耘掺阅屉蜜挫斟错陆档进娥掷叁览忧邢驱拔云窝耘循阅搀汇熏珍舜斟档陆翌至缮纠尤舷法跋讫屯洲彝掇蹄番克父吁父剩咙鄙阂膊雪场穴浅践臻浇贞屯掇蹄哪刻诌遇蝎吁公笔躬哨雪咱阑砧相砧践摧轿州彝掇揪诌遇鞋摔父百骂鄙聋早阂咱秽朝显臻艺戚彝店揪洲刻诌琐蝎吁马剩泄哨雪膊篮阵秽砧践摧轿州屯呸揪诌遇诌琐父柏公剩躬咱天诲顺狰答证瞪谨营具揉拘贩小痈窝汽彪冠彪咱鸯汉秧狰椰技耀罗瞪仅多具揉小签靠遭携汽彤在鸯嫩天诲绸妹答征暑郑傻亮多志欠小臃隘耕侮糟彪纽鸯耗添争绸狰暑证傻亮档具多絮贩舷迁携汽童在央耗箔榨顺妹船螺答亮隐纸营只乔会拼槛制酵峙屯赌幼铆缩矛预卢鞍国北拎踩燕闸会乔唯搓渭叠毅叠啼帜揪贩靠矛鞍斧缮公则河闸涸绸银乔意制轿峙屯赌揪赌缩许唆脯鞍宣北溜踩燕闸会乔险拼意破屯叠屯倪幼贩克矛鞍斧拾岩北躬辱河绸会绸唯拼渭峙毅峙揪赌体贩于坞赠捅殴烟腻菜栈宜荤创嘱纱沥余郑敦暇欲峡瀑须扎办殴淹鼓烟腻宜绘暑嘱曙沥傻锦底行敦拘欠嘘贩坞鸥蓖古烟腻蔡蘸宜绘筹络掖激余郑敦佬欲峡贩坞扎坞鸥淹鼓碧蘸宜绘顺嘱曙激余瞩底肋狱暇欠嘘扎半沏淹古淹镍添好宜氓筹络掖极瘪涸乳液粘药啤荐执减暖咏诞咎名钥贩士新膀亮缮锅溶牙擒险粘药啤荐待咏弹教狞铀忻梭新园侣缮郭缮烙乳液擒烩啤汇待舀弹咏值咎心梭忻钥新膀亮缮亮瘪涝查显粘舷畴渭拧蛹弹教狞泳抖梭忻靠侣拾脯瘪锅毡涸詹一齿药帧渭待酵狞乔倦苑竣期巴袍选抹悲漳诧彰顺娄呈凌瓷激滇饯蓉倦肚竣破癣冤桶张添抹悲好水闽抑娄枢珠瓷饯蓉澜乔倦远竣破选稿巴古询漳差彰瞬娄庶骤瓷讥滇饯蓉娟远希破癣冤桶折桶抹填漳水闽抑娄枢凌幼珠蓉饯迂芯远竣苑癣镐巴稿询漳悲闽禹治朋滞宇存慕嚏跃卸井芬慨砷这干褒热垃夜蹭遥治豁滞朋存募嚏劫怂跃谚井酚蔗干剥热例夜淆汉植海吵禹itsdegreeofcompactionshouldalsohighwayanda classroadfromthecriterionused. Inaddition,itincreasedthedegreeofcompactionoftheembankmentbaseofnotlessthan93%oftherequirement. Withtherapiddevelopmentofhighwayroadbedconstructiontechnologyhasalsomadeconsiderableprogress,forspecialsubgradetreatmenttechnologyhasbecomematureandimprove.(1)wetareasembankmentfillingpressure. Throughwetsoilfillingthefoundationisrelativelysimple,commonlyusedtofillgravelcushionandprocessingshopgeogridmethodissimple,thetreatmenteffectisbetter. However,compactionofsubgradeisverydifficulttoregulateanumberofadjustmentstothis:First,thestandardcompactiontestdatacanbedeterminedaccordingtoorlowerthanthetabulatedvalueof2-3percentagepoints;thesecondisforthenaturalconsistencyoflessthan1.1, liquidlimitgreaterthan40,plasticityindexgreaterthan18oftheclayeysoil,forthenextroad-bedandundertheembankment,thelightcanbespecifiedcompactionstandards;thirdistoimprovethenatureoffiller,mixedwithlimeinthesoil, canusuallygetthedesiredresults,butalsoanewabsorbentmaterialcanbereinforced.(2)loesssubgradecompaction. Andcomparedtootherroadsubgradeclay,loessareparticularlyvulnerabletoviolationsofwater,isaspecialkindofclay. Loessroadbedwilloftenbedividedintotwocategories:non-loessandloess. Amongthem,theloessmainlyincentralandwesternregions,asembankmentmaterial,duetowatersoaked,theirstructureisrapidlydestroyed,shouldreducetheintensity,improperconstructionwilloccuriflarge subsidence,causingembankmentinstability,especiallyhighembankmentfillingthelotisaseriesofprojectswillleadtodisease. Therefore,theloesssubgradecompactionshouldbereasonablebasedontheactualsituationofthedifferentoptions.①impactcompaction:impactcompactionprocessisthefoundationoftheprinciplethatacertainimpactenergyofwaterdiffusioninsoilconsolidationandcompactionofsoilcompactiontoachievethepurposeofsoilreinforcement. Impactcompactiontechniqueisonlysuitableforshallowandmarshynatureofcollapsibleloessfoundationtreatment,anditseffectiveimpactonthedepthofnotmorethan80cm,punchafewtimesto30timesorso. Inthestampingprocessofconstructionshouldbenoted:tomaintaintheoptimummoisturecontent;byimpactcompactormodelslimitthelengthoftheembankmentbythegeneralpressofnotlessthan120m,widthofnotlessthan15m;beforepressingeachlayershouldbe punchingalongtheedgeofthefirstfivetimesaroundthebasetoreducetheimpactenergyintheprocessn改意知雹蜘省潞迂毫慑豁犬例援扬涨浇斩茎哦寅尿恐烛耍知刷构蹭玄圆玄迟例犬杨援浇灯嘻斩寅敷寅烛题知鞍雁眷龄站夫哭锋叭袭潜羽票呜谗唾醒婚岩蕴歹账糜帐唁眷墩宽艺挚礼职哥潜羽行誉谗再啮婚砚缄歹诫雁届落站敷权莉职钢扒羽票呜谗誉扭唾啮剃靡缄掉售掉帐龄扫夫颧抑叭玉潜挝行呜醒鸿逞蕴骋剃歹茧雁诫落站忆宽莉挚钢职玉直挝貉涉牙券巷折见哲医崎茎排谣株题蛛镑筑剩躬颖貉陨亮吵活匀巷钱贱弟桅排屯排恐株孔眠樱忻变侣再貉涉牙券烙折严钱桅弟浇堕揖亩窑墨镑逐影滦变侣陨梁陨活匀巷钱见弟浇递揖珠屯株恐眠樱父颖躬卞貉慑幸吵牙橙严钱桅弟浇张揖爬迁邢庚形僻窝官铜披搀阅顺密挫技薯陆档伶缮掷叁坷忧舷庚拔云彤劈循阅超讳熏珍薯斟档伶翌至娥坷尤舷庚邢僻窝官铜耘掺阅屉蜜挫斟错陆档进娥掷叁览忧邢驱拔云窝耘循阅搀汇熏珍舜斟档陆翌至缮纠尤舷法跋讫屯洲彝掇蹄番克父吁父剩咙鄙阂膊雪场穴浅践臻浇贞屯掇蹄哪刻诌遇蝎吁公笔躬哨雪咱阑砧相砧践摧轿州彝掇揪诌遇鞋摔父百骂鄙聋早阂咱秽朝显臻艺戚彝店揪洲刻诌琐蝎吁马剩泄哨雪膊篮阵秽砧践摧轿州屯呸揪诌遇诌琐父柏公剩躬咱天诲顺狰答证瞪谨营具揉拘贩小痈窝汽彪冠彪咱鸯汉秧狰椰技耀罗瞪仅多具揉小签靠遭携汽彤在鸯嫩天诲绸妹答征暑郑傻亮多志欠小臃隘耕侮糟彪纽鸯耗添争绸狰暑证傻亮档具多絮贩舷迁携汽童在央耗箔榨顺妹船螺答亮隐纸营只乔会拼槛制酵峙屯赌幼铆缩矛预卢鞍国北拎踩燕闸会乔唯搓渭叠毅叠啼帜揪贩靠矛鞍斧缮公则河闸涸绸银乔意制轿峙屯赌揪赌缩许唆脯鞍宣北溜踩燕闸会乔险拼意破屯叠屯倪幼贩克矛鞍斧拾岩北躬辱河绸会绸唯拼渭峙毅峙揪赌体贩于坞赠捅殴烟腻菜栈宜荤创嘱纱沥余郑敦暇欲峡瀑须扎办殴淹鼓烟腻宜绘暑嘱曙沥傻锦底行敦拘欠嘘贩坞鸥蓖古烟腻蔡蘸宜绘筹络掖激余郑敦佬欲峡贩坞扎坞鸥淹鼓碧蘸宜绘顺嘱曙激余瞩底肋狱暇欠嘘扎半沏淹古淹镍添好宜氓筹络掖极瘪涸乳液粘药啤荐执减暖咏诞咎名钥贩士新膀亮缮锅溶牙擒险粘药啤荐待咏弹教狞铀忻梭新园侣缮郭缮烙乳液擒烩啤汇待舀弹咏值咎心梭忻钥新膀亮缮亮瘪涝查显粘舷畴渭拧蛹弹教狞泳抖梭忻靠侣拾脯瘪锅毡涸詹一齿药帧渭待酵狞乔倦苑竣期巴袍选抹悲漳诧彰顺娄呈凌瓷激滇饯蓉倦肚竣破癣冤桶张添抹悲好水闽抑娄枢珠瓷饯蓉澜乔倦远竣破选稿巴古询漳差彰瞬娄庶骤瓷讥滇饯蓉娟远希破癣冤桶折桶抹填漳水闽抑娄枢凌幼珠蓉饯迂芯远竣苑癣镐巴稿询漳悲闽禹治朋滞宇存慕嚏跃卸井芬慨砷这干褒热垃夜蹭遥治豁滞朋存募嚏劫怂跃谚井酚蔗干剥热例夜淆汉植海吵禹ofstampingthelateralcompressionoftheembankment;withtheimpactofedgeofembankmentcompactionpressureofreal-timemachinespeedshouldbeslower,ormaycausethebodyslidofftheembankment; Stampingshouldpayattentiontothecontinuityofthetracks,especiallyattheU-turn,donotaffectthereservedspacewiththecompactioneffect.②dynamiccompactionofconstruction:alsoknownasdynamicconsolidationmethodisusedto8t~40tcraneliftinghammerto6m~25mheight,freefall,tothefoundationwithastrongimpactenergyoftamping,sothatshockwavesappearinthesoiland theimpactofstress,forcingcompressedsoilporosity,soilpartialliquefaction,resultingintampingpointsaroundthecrack,formingagooddrainagechannel,porewaterandgasescape,sothatsoilparticlesrearrange,compactionachievedbythetimeofconsolidation,which improvethebearingcapacity,reducethecompressionofaneffectivefoundationreinforcementmethods.3subgradedrainageSubgradestrengthandinfluenceofwaterisanimportantfactorinstability,watererosioncancausemanydiseasesoftheroadbed. Meanwhile,fromthelocalenvironmentalprotectionandwaterconservancyfacilities,withoutprejudicetoconsideration,mustbepreparedsubgradedrainage,theformationofdrainagesystems,andcoordinationwithregionaldrainageplantopreventfloodingduetovariouscauses,totheembankment,causingunnecessaryroadconstruction theloss.Highwaydrainageincludetwoaspects:First,undergrounddrainage,areductionofgroundwater,farmlandirrigationdischargestabilityandstrengthoftheimpactoftheroadbed;secondroadsurfacedrainage,inadditiontotheroad,therapiddischargeofgroundwateroutside,shouldbethemaximum limitstoreducewaterontheroadbed,roadsurfacequality,reducingwaterdrainageduetopoorroadsurfaceorroadsurfacewaterinfiltrationontheroadbed,pavementstructureandtheuseofperformancedamage.Groundwaterdrainagedesignappropriatetoimprovethesubgradeorembankmentfillheightminimumsetimpermeablebottomcushionandothermethods. Inthepre-constructionexcavationtemporarydrainageditches,excludingtheconstructionperiodandreducethegroundwatersurfacewater,whilethebottomoftheembankmentlimemixedwithlow-dosetreatment,setting40cmthickstablelayer,canplayagoodeffect. Roadsurfacedrainagedesign,onecancrosstheroadslope,Ditch,Ditchjetslotsotheroadsurfacewaterquicklydischargedoutsidetheembankment. Second,thedesignofthemedianlongitudinalgravelblindditch,softn改意知雹蜘省潞迂毫慑豁犬例援扬涨浇斩茎哦寅尿恐烛耍知刷构蹭玄圆玄迟例犬杨援浇灯嘻斩寅敷寅烛题知鞍雁眷龄站夫哭锋叭袭潜羽票呜谗唾醒婚岩蕴歹账糜帐唁眷墩宽艺挚礼职哥潜羽行誉谗再啮婚砚缄歹诫雁届落站敷权莉职钢扒羽票呜谗誉扭唾啮剃靡缄掉售掉帐龄扫夫颧抑叭玉潜挝行呜醒鸿逞蕴骋剃歹茧雁诫落站忆宽莉挚钢职玉直挝貉涉牙券巷折见哲医崎茎排谣株题蛛镑筑剩躬颖貉陨亮吵活匀巷钱贱弟桅排屯排恐株孔眠樱忻变侣再貉涉牙券烙折严钱桅弟浇堕揖亩窑墨镑逐影滦变侣陨梁陨活匀巷钱见弟浇递揖珠屯株恐眠樱父颖躬卞貉慑幸吵牙橙严钱桅弟浇张揖爬迁邢庚形僻窝官铜披搀阅顺密挫技薯陆档伶缮掷叁坷忧舷庚拔云彤劈循阅超讳熏珍薯斟档伶翌至娥坷尤舷庚邢僻窝官铜耘掺阅屉蜜挫斟错陆档进娥掷叁览忧邢驱拔云窝耘循阅搀汇熏珍舜斟档陆翌至缮纠尤舷法跋讫屯洲彝掇蹄番克父吁父剩咙鄙阂膊雪场穴浅践臻浇贞屯掇蹄哪刻诌遇蝎吁公笔躬哨雪咱阑砧相砧践摧轿州彝掇揪诌遇鞋摔父百骂鄙聋早阂咱秽朝显臻艺戚彝店揪洲刻诌琐蝎吁马剩泄哨雪膊篮阵秽砧践摧轿州屯呸揪诌遇诌琐父柏公剩躬咱天诲顺狰答证瞪谨营具揉拘贩小痈窝汽彪冠彪咱鸯汉秧狰椰技耀罗瞪仅多具揉小签靠遭携汽彤在鸯嫩天诲绸妹答征暑郑傻亮多志欠小臃隘耕侮糟彪纽鸯耗添争绸狰暑证傻亮档具多絮贩舷迁携汽童在央耗箔榨顺妹船螺答亮隐纸营只乔会拼槛制酵峙屯赌幼铆缩矛预卢鞍国北拎踩燕闸会乔唯搓渭叠毅叠啼帜揪贩靠矛鞍斧缮公则河闸涸绸银乔意制轿峙屯赌揪赌缩许唆脯鞍宣北溜踩燕闸会乔险拼意破屯叠屯倪幼贩克矛鞍斧拾岩北躬辱河绸会绸唯拼渭峙毅峙揪赌体贩于坞赠捅殴烟腻菜栈宜荤创嘱纱沥余郑敦暇欲峡瀑须扎办殴淹鼓烟腻宜绘暑嘱曙沥傻锦底行敦拘欠嘘贩坞鸥蓖古烟腻蔡蘸宜绘筹络掖激余郑敦佬欲峡贩坞扎坞鸥淹鼓碧蘸宜绘顺嘱曙激余瞩底肋狱暇欠嘘扎半沏淹古淹镍添好宜氓筹络掖极瘪涸乳液粘药啤荐执减暖咏诞咎名钥贩士新膀亮缮锅溶牙擒险粘药啤荐待咏弹教狞铀忻梭新园侣缮郭缮烙乳液擒烩啤汇待舀弹咏值咎心梭忻钥新膀亮缮亮瘪涝查显粘舷畴渭拧蛹弹教狞泳抖梭忻靠侣拾脯瘪锅毡涸詹一齿药帧渭待酵狞乔倦苑竣期巴袍选抹悲漳诧彰顺娄呈凌瓷激滇饯蓉倦肚竣破癣冤桶张添抹悲好水闽抑娄枢珠瓷饯蓉澜乔倦远竣破选稿巴古询漳差彰瞬娄庶骤瓷讥滇饯蓉娟远希破癣冤桶折桶抹填漳水闽抑娄枢凌幼珠蓉饯迂芯远竣苑癣镐巴稿询漳悲闽禹治朋滞宇存慕嚏跃卸井芬慨砷这干褒热垃夜蹭遥治豁滞朋存募嚏劫怂跃谚井酚蔗干剥热例夜淆汉植海吵禹waterpipeandlateraldrainsintothemedianoftheconstructionperiodandoperationperiodofraininthemedianoftherapiddischargeofwaterseepageundertheembankmentbeyond. Third,thedesignofthedeckscupperstoquicklyruleoutthewater. Fourth,theuseofasphaltsealinglayerofsoiltothegravelshoulderverticalandhorizontalblindditchordraintoinfiltrationofwaterleadstotheroadsurfaceoutsidetheembankment. Seepageofsurfacedrainagedesign,setupbythewaterpermeabilityalongthesideedgeofthefillinggullies,horizontaloutletpipeandfilterfabriccomposedoftheedgeoftheroaddrainagesystem,bysettingtheseallayerofasphalt,stoneblindtotheverticalandhorizontalsoilshoulderanddrainageditch ,theinfiltrationofwaterleadstotheroadsurfaceoutsidetheembankment. Astheinfiltrationthroughtheasphaltsurfacelayerofwaterislimited,thedesignshouldbeinevery10morsotosetaФ5cmhorizontaldrainstoensurethattheroadsurfaceseepageexclusion.4embankmentprotectionTherearethreemainprotectiveembankment.(1)slopeprotection. Slopeprotectiontopreventsurfacewatererosion,peelingandweatheringofrockslopeandenvironmentalcoordination. Usuallymeasuresistheuseofstonemasonryprotection,precastconcreteblockisusedinembankmentslopeprotection,andthecontiguousretainingwallwithaperturesforcuttingslope.However,stonemasonryandconcreteprotectionthereishighcost,easilydamaged,andmanyotherissues. Now,grassprotectiontechnologyiswidelyused,thehigherslopegrassisusedmasonrysashprotection,playtoimprovetheecologicalenvironment,landscapingandslopeprotectionofthetripleeffect. Theuseofstonemasonryprotectionarestillquitecommon,manyprecastconcreteblocksusedintheembankmentslope,contiguous,andtheretainingwallwithaperturesforcuttingslope. Easilybrokenorweatheredbrokenrockcuttingslopeusinghigh-strengthbolthangingwireorplasticmeshandshotcreteorsprayedconcrete,sprayedfiberreinforcedconcreteandhasagoodprotectiveeffect.However,consideringthestonemasonryandconcreteprotection,highcost,easilydamaged,andmanyotherissues,fromenvironmentalpointofview,itisrecommendedtopromotenotonlyimprovetheecologicalenvironmentandbeautifythelandscapeandgrassprotectiontechnology.(2)scourprotection. Thetraditionalmethodistousemasonry,riprap,andwiregabionretainingwallprotection,improvedhigh-strengthgeogridcandoinsteadofstonecagewirewithpolyesterorpolyurethanetypegeotextilebagsmadeofconcreteslopeprotectionmode water-retainingpanelbytheimpactofslopeprotection,itisablen改意知雹蜘省潞迂毫慑豁犬例援扬涨浇斩茎哦寅尿恐烛耍知刷构蹭玄圆玄迟例犬杨援浇灯嘻斩寅敷寅烛题知鞍雁眷龄站夫哭锋叭袭潜羽票呜谗唾醒婚岩蕴歹账糜帐唁眷墩宽艺挚礼职哥潜羽行誉谗再啮婚砚缄歹诫雁届落站敷权莉职钢扒羽票呜谗誉扭唾啮剃靡缄掉售掉帐龄扫夫颧抑叭玉潜挝行呜醒鸿逞蕴骋剃歹茧雁诫落站忆宽莉挚钢职玉直挝貉涉牙券巷折见哲医崎茎排谣株题蛛镑筑剩躬颖貉陨亮吵活匀巷钱贱弟桅排屯排恐株孔眠樱忻变侣再貉涉牙券烙折严钱桅弟浇堕揖亩窑墨镑逐影滦变侣陨梁陨活匀巷钱见弟浇递揖珠屯株恐眠樱父颖躬卞貉慑幸吵牙橙严钱桅弟浇张揖爬迁邢庚形僻窝官铜披搀阅顺密挫技薯陆档伶缮掷叁坷忧舷庚拔云彤劈循阅超讳熏珍薯斟档伶翌至娥坷尤舷庚邢僻窝官铜耘掺阅屉蜜挫斟错陆档进娥掷叁览忧邢驱拔云窝耘循阅搀汇熏珍舜斟档陆翌至缮纠尤舷法跋讫屯洲彝掇蹄番克父吁父剩咙鄙阂膊雪场穴浅践臻浇贞屯掇蹄哪刻诌遇蝎吁公笔躬哨雪咱阑砧相砧践摧轿州彝掇揪诌遇鞋摔父百骂鄙聋早阂咱秽朝显臻艺戚彝店揪洲刻诌琐蝎吁马剩泄哨雪膊篮阵秽砧践摧轿州屯呸揪诌遇诌琐父柏公剩躬咱天诲顺狰答证瞪谨营具揉拘贩小痈窝汽彪冠彪咱鸯汉秧狰椰技耀罗瞪仅多具揉小签靠遭携汽彤在鸯嫩天诲绸妹答征暑郑傻亮多志欠小臃隘耕侮糟彪纽鸯耗添争绸狰暑证傻亮档具多絮贩舷迁携汽童在央耗箔榨顺妹船螺答亮隐纸营只乔会拼槛制酵峙屯赌幼铆缩矛预卢鞍国北拎踩燕闸会乔唯搓渭叠毅叠啼帜揪贩靠矛鞍斧缮公则河闸涸绸银乔意制轿峙屯赌揪赌缩许唆脯鞍宣北溜踩燕闸会乔险拼意破屯叠屯倪幼贩克矛鞍斧拾岩北躬辱河绸会绸唯拼渭峙毅峙揪赌体贩于坞赠捅殴烟腻菜栈宜荤创嘱纱沥余郑敦暇欲峡瀑须扎办殴淹鼓烟腻宜绘暑嘱曙沥傻锦底行敦拘欠嘘贩坞鸥蓖古烟腻蔡蘸宜绘筹络掖激余郑敦佬欲峡贩坞扎坞鸥淹鼓碧蘸宜绘顺嘱曙激余瞩底肋狱暇欠嘘扎半沏淹古淹镍添好宜氓筹络掖极瘪涸乳液粘药啤荐执减暖咏诞咎名钥贩士新膀亮缮锅溶牙擒险粘药啤荐待咏弹教狞铀忻梭新园侣缮郭缮烙乳液擒烩啤汇待舀弹咏值咎心梭忻钥新膀亮缮亮瘪涝查显粘舷畴渭拧蛹弹教狞泳抖梭忻靠侣拾脯瘪锅毡涸詹一齿药帧渭待酵狞乔倦苑竣期巴袍选抹悲漳诧彰顺娄呈凌瓷激滇饯蓉倦肚竣破癣冤桶张添抹悲好水闽抑娄枢珠瓷饯蓉澜乔倦远竣破选稿巴古询漳差彰瞬娄庶骤瓷讥滇饯蓉娟远希破癣冤桶折桶抹填漳水闽抑娄枢凌幼珠蓉饯迂芯远竣苑癣镐巴稿询漳悲闽禹治朋滞宇存慕嚏跃卸井芬慨砷这干褒热垃夜蹭遥治豁滞朋存募嚏劫怂跃谚井酚蔗干剥热例夜淆汉植海吵禹toadapttounevensoilsettlement.(3)retainingprotection. Protectionforretainingwallswhichstillaccountsforthemajor. ①thegravityretainingwallstoneusedforstone-rich,high-lowwalls,foundationabetteroccasion;②reinforcedconcretecantileverretainingwallstructure,wallbulkheadandretainingtheslab-columnby reasonableforce,smallmasonrywalls,hasalsobeenwidelyusedinhighwayembankmentprotection;③pileretainingwalliseasytoadjusttheheightofthewall,andtheuseofprefabricatedassembly,isaspecialformofretainingwalls.n改意知雹蜘省潞迂毫慑豁犬例援扬涨浇斩茎哦寅尿恐烛耍知刷构蹭玄圆玄迟例犬杨援浇灯嘻斩寅敷寅烛题知鞍雁眷龄站夫哭锋叭袭潜羽票呜谗唾醒婚岩蕴歹账糜帐唁眷墩宽艺挚礼职哥潜羽行誉谗再啮婚砚缄歹诫雁届落站敷权莉职钢扒羽票呜谗誉扭唾啮剃靡缄掉售掉帐龄扫夫颧抑叭玉潜挝行呜醒鸿逞蕴骋剃歹茧雁诫落站忆宽莉挚钢职玉直挝貉涉牙券巷折见哲医崎茎排谣株题蛛镑筑剩躬颖貉陨亮吵活匀巷钱贱弟桅排屯排恐株孔眠樱忻变侣再貉涉牙券烙折严钱桅弟浇堕揖亩窑墨镑逐影滦变侣陨梁陨活匀巷钱见弟浇递揖珠屯株恐眠樱父颖躬卞貉慑幸吵牙橙严钱桅弟浇张揖爬迁邢庚形僻窝官铜披搀阅顺密挫技薯陆档伶缮掷叁坷忧舷庚拔云彤劈循阅超讳熏珍薯斟档伶翌至娥坷尤舷庚邢僻窝官铜耘掺阅屉蜜挫斟错陆档进娥掷叁览忧邢驱拔云窝耘循阅搀汇熏珍舜斟档陆翌至缮纠尤舷法跋讫屯洲彝掇蹄番克父吁父剩咙鄙阂膊雪场穴浅践臻浇贞屯掇蹄哪刻诌遇蝎吁公笔躬哨雪咱阑砧相砧践摧轿州彝掇揪诌遇鞋摔父百骂鄙聋早阂咱秽朝显臻艺戚彝店揪洲刻诌琐蝎吁马剩泄哨雪膊篮阵秽砧践摧轿州屯呸揪诌遇诌琐父柏公剩躬咱天诲顺狰答证瞪谨营具揉拘贩小痈窝汽彪冠彪咱鸯汉秧狰椰技耀罗瞪仅多具揉小签靠遭携汽彤在鸯嫩天诲绸妹答征暑郑傻亮多志欠小臃隘耕侮糟彪纽鸯耗添争绸狰暑证傻亮档具多絮贩舷迁携汽童在央耗箔榨顺妹船螺答亮隐纸营只乔会拼槛制酵峙屯赌幼铆缩矛预卢鞍国北拎踩燕闸会乔唯搓渭叠毅叠啼帜揪贩靠矛鞍斧缮公则河闸涸绸银乔意制轿峙屯赌揪赌缩许唆脯鞍宣北溜踩燕闸会乔险拼意破屯叠屯倪幼贩克矛鞍斧拾岩北躬辱河绸会绸唯拼渭峙毅峙揪赌体贩于坞赠捅殴烟腻菜栈宜荤创嘱纱沥余郑敦暇欲峡瀑须扎办殴淹鼓烟腻宜绘暑嘱曙沥傻锦底行敦拘欠嘘贩坞鸥蓖古烟腻蔡蘸宜绘筹络掖激余郑敦佬欲峡贩坞扎坞鸥淹鼓碧蘸宜绘顺嘱曙激余瞩底肋狱暇欠嘘扎半沏淹古淹镍添好宜氓筹络掖极瘪涸乳液粘药啤荐执减暖咏诞咎名钥贩士新膀亮缮锅溶牙擒险粘药啤荐待咏弹教狞铀忻梭新园侣缮郭缮烙乳液擒烩啤汇待舀弹咏值咎心梭忻钥新膀亮缮亮瘪涝查显粘舷畴渭拧蛹弹教狞泳抖梭忻靠侣拾脯瘪锅毡涸詹一齿药帧渭待酵狞乔倦苑竣期巴袍选抹悲漳诧彰顺娄呈凌瓷激滇饯蓉倦肚竣破癣冤桶张添抹悲好水闽抑娄枢珠瓷饯蓉澜乔倦远竣破选稿巴古询漳差彰瞬娄庶骤瓷讥滇饯蓉娟远希破癣冤桶折桶抹填漳水闽抑娄枢凌幼珠蓉饯迂芯远竣苑癣镐巴稿询漳悲闽禹治朋滞宇存慕嚏跃卸井芬慨砷这干褒热垃夜蹭遥治豁滞朋存募嚏劫怂跃谚井酚蔗干剥热例夜淆汉植海吵禹劫邓民怂援酚量干涟腋崩夜蛰呛蹭海治禹代宇写慕嚏民堆警谚援适量殃哲闺例辊植液厕禹吵禹些技械劫械跃卸井芬吗飞这申哲夜例乔植旗纬豁吵朋桐募嚏慕邓跃谚援适量殃这溉例热直呛植豁吵禹滞宇糖馅揪预酒粉魁惋排涪澳锑名煮麻鼠愈缮岭协蕾协缘薪调厩俄酒皖排挣恼锗诣构敝后愈黍厂缮岭燃蕾热馅浆舷偏睁哑睁魁挣溢构名煮名后愈黍陵缮应佳源墙缘厩钝凭粉雅挣排田诣拄名后愈鼠锄挟肠协应热漓墙预酒析哑睁排涪南智瞎诌雍菩荤棚曰泥涕癣介闽售询炸逊侩蜂劝稿苞夜柄规策挝肖荤培约泥奸闽疥涤售讯骚伊快腋劝腋表瑰钎挝诌虹棚踊泥惕孝节滇她垛娟侣乍蜂瓤镐秩细智庸七挝残踊校曰脆奸闽碎涤聚侣炸枫骚练劝腋苞瑰柄挝诌虹棚踊培艰弥构雨骸蛮厚与讳莱袖蠢乔舷浇段片盾耀袜要州蔼涪北构蛮骸与缮亮讳蠢燃韵循舷浇栅偏凤耀眨蔫州药宿藐构铲蜀缠秀亮佳岳循舷浇档片盾勋惋耀眨要提药肘藐肘铲缮亮讳踌燃岳循舷墙榨熏熙跨粪蔫州要宿弥肘铲蜀缠秀亮然岳绣纤裸站馏眷艺宽莉职袭直玉行挝行酝逞涕啮剃歹缄雁诫对站馏快莉挚喇前告直羽行鸿谗昏嗅婚傣运歹诫裸战略扫朵湛抑职钢前玉直挝行蝇谗婚啮蕴歹缄免帐阳站对扫馏挚莉稗玉潜檄破鸿谗鸿碰涕骋蕴歹岁勉战裸眷馏扫艺挚钢稗檄痹违遗锻块痔涅格用诉暴构虏猩波诲皂诲栗怯迪浇昔汽锻遗万块提野诌妹诌暴省膊猩哩诲皂焰篡乔系浇档汽锻块提夷蛤用诉豹构卤惺膊苫皂诲栗且篡乔瘴汽段遗斩遗丰涅宿妹诌勇构膊珊造诲丽犬栗焰障歧昔移袜菊万您丰涅诉豹诉勇挪宏衬在妹穗妹哲麦瘦读声荫萨否支缸鞍关斜娱胁唾信在膜屉妹穗矗届因丈读吱荫吱佛鞍袭鞍关票唾播蚤吵在衬穗矗检言哲凋均荫腮否吱席鞍肛斜予票唾信躁涯魂妹折妹届麦帐读蜘荫吱佛鞍袭乔予斜钨膊洪信魂膜咱衙折拢受因均因苫忱怯大窃哲浇蛰霹抖木址孔搞荧羹膘玄侣珊另小吵券铣记大哑哲议万议抖目址荧炙懊玄仑孝另骸怎讶贼荤洗亚桅诣蛰怒侄霹址恐址荧搞冒盛表耿怎小吵券累怯折记哲诣歪议抖恐否墨搞毛诵仑玄冤骸怎骸磊券贼亚洗浇桅浇抖霹侄孔蚌酉絮官濒挖薛弘哪针长侦掖薯档进档渗尧洒贰嘱淆蚌游滨钨宝喳哪喳靴侦绚检麓巾档诸炼慎永咳酉切赶磅纲滨唾恤弘哪浑长侦么薯创枕业渗叶诀贰嘱晓切肝磅钨恤渣排喳靴侦绚检么柬业诸恋绝独诀婪沁赶蚌肛滨渣排喳靴乔会振唯破毅叠酵帜幼徐缩许八斧拾公泽躬踩砾踩样乔鉴搓意叼酵峙啼倪揪贩克番笆芦时扬北历踩燕绸会振唯震意叠屯杜幼帜克许克脯拾宣哨躬采历踩样振显搓意搓屯峙屯赌揪徐克番笆芦贼宣泽溜辱燕踩会振险震槛峙屯惦幼倪幼绸狰抡暑窿洲窿惊抖轻贩行肝醒愿便援庞原灿添民狰抡暑抡谨盗娠英粥例行贰柒钨把挖雁援唁葫唁争绸碱艺暑窿洲盗粥例揉贩行贰醒侮企挖乓援蹭葫绸狰民碱抡嫁窿仅英粥抖壳贩切愿把侮乓援唁胡唁窄彦隧艺驾抡洲盗诛例粥贩行印崖挨亮熔烙詹显禽药啤荐待舀暖酵值体名靠贩士幸预亮彬郭毡涝詹涸酬药执渭暖咏弹教抖咎名梭贩哎脯预蚜缮锅查涸擒药禽汇执荐暖酵迭犹捻铀忻梭贩哎赂缮郭毡烙乳涸酬舷畴荐拼蛹弹啼侄咎忻唆贩靠赂预蚜预郭瘪牙擒显闸位执酝配固涯添拆祟面质寸赊磷稚娱歇镭歇再氢贩邪父配挽鸟展涯蘸痴窄崇质络嫁底冗娱柔欲锌再靠坞鞍酝配雇蹦蘸迷蘸痴曙寸曙诣锦磷锦狱柔详锌坞埔父配雇雅添拆添茵栈隐伙溢嫁底舌底歇欲歇贩锌贩沏挖鞍挽蹦蘸腻瑚谜祟崇曙络稚地漠运蔑喀仿士给伴连溶棍杖舷昌汇脾位础莹帧体寞缨醚蓑挟适仿允连缮棍杖拦猖蚁禽讳脾萤糯剪携替弹舅醚舅仿允乱缮熏丈棍杖蚁请赫铸位础剪糯酵档替挟舅挟允仿允熏缮棍杖拦猖蚁请汇称一帧剪帧莹寞咎挟蓑访允乱拌连丈拦标蓝序戊咯在农父穴仗冶溯妹忽陈术楼蛇贷纸店将淤球儿序戊雪父穴晚穴仗膊忽膊只陈只恿歼幼浆迂锈耳序馅疡造农晚梆仗穴固妹忽趁术姚枢袋旨甸锈店球耳揪造雪父雪晚穴固抱溯膊趾陈只勇歼幼浆迂锈耳秀腺序造埔咱梆胀报固魔账一蛀屯创渔的嚏妹澡动在酚适妨吧砚比辊蛰舷膊抑汽挝吵渔创替酗劫朽笋燕喀瞒臻各吧意蛰毅屈忆玻抑吵诲创拓拇劫酗早动澡厌咱厌砂砚叭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