簡(jiǎn)介：本文首先對(duì)單線隧道的有限元數(shù)值模擬。沿盾構(gòu)開(kāi)挖方向取不同斷面，得到地層豎向位移和水平位移的等值線圖。對(duì)開(kāi)挖面以及前方部分土體進(jìn)行了三維位移的分析，指出開(kāi)挖面前方的沉降主要原因在于盾構(gòu)的超挖，土體向開(kāi)挖面靠近引起的。同時(shí)還對(duì)隧道結(jié)構(gòu)沿軸向豎向位移的分布規(guī)律進(jìn)行分析，并與實(shí)測(cè)隧道結(jié)構(gòu)位移的分布進(jìn)行了比較，得到的規(guī)律是大致相同的。其次對(duì)雙線隧道進(jìn)行了模擬，根據(jù)實(shí)測(cè)測(cè)點(diǎn)的布置圖，取中間的一個(gè)斷面，對(duì)不同測(cè)點(diǎn)的豎向位移的和水平位移變化進(jìn)行了分析，得到后建隧道對(duì)先建隧道不同測(cè)點(diǎn)處擾動(dòng)影響最大的范圍和區(qū)域。而隧道結(jié)構(gòu)豎向位移沿軸向分布規(guī)律也發(fā)生變化，隧道結(jié)構(gòu)的豎向位移普遍增大，結(jié)構(gòu)的不均勻沉降明顯減小。最后根據(jù)實(shí)測(cè)的隧道結(jié)構(gòu)位移變化，探討了同步注漿對(duì)控制結(jié)構(gòu)位移的作用。并分別考慮不同注漿體厚度對(duì)單線隧道進(jìn)行了模擬，得到隧道沿軸向豎向位移的分布規(guī)律，指出考慮不同注漿體的厚度對(duì)隧道結(jié)構(gòu)的位移是有一定的影響的。論文全面的分析了不同施工工藝對(duì)隧道結(jié)構(gòu)和土體位移的影響，揭示了結(jié)構(gòu)和土體位移的分布特征隨著施工工藝不同的變化規(guī)律，這些結(jié)果對(duì)大型軟土盾構(gòu)隧道的施工和設(shè)計(jì)具有一定的參考價(jià)值。

簡(jiǎn)介：分類號(hào)X935UDC622學(xué)校代碼10147密級(jí)公開(kāi)碩士學(xué)位論文老石山隧道圍巖控制與施工工藝研究RESEARCHONSURROUNDINGROCKCONTROLANDCONSTRUCTIONTECHNIQUEOFLAOSHIMOUNTAINTUNNEL作者姓名申彥民指導(dǎo)教師王繼仁教授申請(qǐng)學(xué)位工學(xué)碩士學(xué)科專業(yè)安全技術(shù)及工程研究方向安全開(kāi)采技術(shù)遼寧工程技術(shù)大學(xué)致謝論文是在導(dǎo)師王繼仁教授的悉心指導(dǎo)下完成的。從論文的選題、資料的收集、框架的設(shè)計(jì)到方案的修改，都離不開(kāi)導(dǎo)師的指教。導(dǎo)師不僅在學(xué)習(xí)方面要求嚴(yán)格，在生活中也給予極大的關(guān)懷、支持和理解。導(dǎo)師執(zhí)著的工作態(tài)度、嚴(yán)謹(jǐn)?shù)闹螌W(xué)風(fēng)格、堅(jiān)實(shí)的專業(yè)知識(shí)以及開(kāi)拓迸取的科研精神都是我學(xué)習(xí)的楷模。在此向?qū)熤乱猿绺叩木匆夂驼\(chéng)摯的感謝感謝洪林副教授在我學(xué)習(xí)和論文撰寫(xiě)過(guò)程中提供的指導(dǎo)和幫助感謝師兄弟平時(shí)的交流和論文寫(xiě)作過(guò)程中的大力支持感謝文中引用文獻(xiàn)的譯著者感謝所有關(guān)心和幫助過(guò)我的親人、朋友感謝各位專家和教授在百忙之中對(duì)論文的評(píng)閱

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簡(jiǎn)介：分類號(hào)U41；U2107100721056立鄉(xiāng)戈謦碩士學(xué)位論文低能耗瀝青路面混合料選型與施工工藝研究導(dǎo)師姓名職稱申請(qǐng)學(xué)位級(jí)別論文提交日期學(xué)位授予單位田靜沙愛(ài)民教授答辯委員會(huì)主席學(xué)位論文評(píng)閱人陳拴發(fā)教授張留俊教授級(jí)高工馬峰副教授RESEARCHONSELECTIONANDCONSTRUCTIONOFLOWENERGETICASPHALTPAVEMENTADISSERTATIONSUBMITTEDFORTHEDEGREEOFMASTERCAND、IDATETIANJINGSUPERVISORPROFSHAAIMINCHANG’ANUNIVERSITYXI’AN，CHINA

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簡(jiǎn)介：長(zhǎng)安大學(xué)博士學(xué)位論文瀝青混凝土路面施工工藝及機(jī)群協(xié)同作業(yè)姓名李冰申請(qǐng)學(xué)位級(jí)別博士專業(yè)機(jī)械設(shè)計(jì)及理論指導(dǎo)教師龍水根20040101ABSTRACTINFAVOROF863STATEPROGRAMGROUPINTELLECTUALCONSTRUCTIONMACHINERY，AIMEDATASPHALTCONCRETEROADSURFACETECHNIQUEANDIMP，RTANTEQUIPMENTWHICHPLAYSANIMPORTANTROLEINNATIONALFUNDAMENTALCONSTRUCTIONECONOMYTHEFACTORSOFINFLUENCINGROADSURFACEQUALITYINASPHAIRCONCRET；CONSTRUCTIONANDTHEOPTIMIZEDMATCHINGANDCOORDINATIONCONTROLINEACHSTEPLI’0PARESTUDIEDINTHREEASPECTS，CONSTRUCTIONTECHNOLOGYGROUPMACHINERYSCANNIIIGANDCOORDINATION，ANDPAVINGINTELLECTUALCONTR01THEFOLLOWINGCONCLUSIONCANBTGOTFROMTHEDISSERTATION1THEPROBLEMSINTRADITIONALASPHALTSURFACEOINSTRUCTIONTECHNOLOGYWITHINANDOUTSIDEOFTHECOUNTRYAREANALYZEDANDSTUDIEDTHE“TRANSFERRINGPAVING’’TECHNIQUEPATTERNHASBEENBROUGHTFORWARDFIRSTLYINOURCOURTRYTHROUGHTECHNIQUECONFORMITYAROUNDPAVERS2THESYSTEMOPTIMIZEDCONFIGURATIONMETHEIDFORQUALITYCOST，CONSTRUCTIONEFFICIENCYANDPROPORTIONOFTHECONSTRUCTIONRESOUUEHASBEENPUTFORWARDFOLLOWINGTHERESEARCHOFOPERATIONDISCIPLINARIANOFTHESINGLEMACHINEINASPHALTCONCRETEROADSURFACEMACHINERYGROUP3BASEDONQUEUETHEORYCONSTRUCTIONMACHINERYTECHNIQUECONTROLMODELOFTHEASPHALTCONCRETESURFACEHASBEENBUILDTOPROVIDEABASEFORGROUPMACHINERYCOORDINATION4DUETOTHESITUATIONOFASPHALTSURFACECOASTRUCTION，THEINTELLECTUALGROUPMACHINERYCOMMUNICATIONPROJECT，BASEDONTHEINTEGRATIONOFWIRELESSLOCALNETWORK，WIRELESSDIGITALBROADCASTINGSTATIONANDGPSHASB‘ENPRESENTED5THESYSTEMFRAMEWORKOFCOOPERATINGWORKMDOPTIMIZEDCOORDINATIONOFTHEASPHALTCONCRETESURFACECONSTRUCTIONHASBEENSETUPTHEINTELLECTUALCONSTRUCTIONMACHINERYGROUPINTHESETFRAMEWORKBREAKSTHROLGHTHERESTRICTIONOFTHEORIGINALMODEL，WHICHWILLIMPROVETHEMECHANIZATIONLEW1OFTHEASPHALTCONCRETESURFACECONSTRUCTION6USINGCANBUSTECHNIQUE，F(xiàn)UZZYCONTLOLTHEORYANDFUZZYINFERENCEMECHANISMINTHECONTROLOFTHEPAVERS，THEHARDWACEANDSOFTWAREINTEGRATEDSYSTEMOFTHEINTELLECTUALCONTROLLINGANDSCANNINGHASBEENFORMEDTOPROVIDEVALUABLEEXPERIENCEFORTHEDESIGNOFTHECONTROLSYSTEMOFTH二OTHERCONSTRUCTIONMACHINERY7THROUGHTHEASSESSINGOFTHE“TRANSFERRRIGPAVING”TECHNIQUEINGREATCONSTRUCTION，SPOTINSPECTSHOWSTHATTHEMACHINERYGROUPWORKINGPATTERNSTUDIEDINTHEDISSERTATIONCANENHANCETHECONSTRUCTIONQUALITYOFTHEASPHALTSURFACEEFFECTIVELY

簡(jiǎn)介：分類號(hào)U411071020098011專業(yè)碩士學(xué)位論文橡膠瀝青混合料路用性能與施工工藝的研究鎮(zhèn)方宇導(dǎo)師姓名職稱申請(qǐng)學(xué)位級(jí)別論文提交日期學(xué)位授予單位李煒光教授碩士專業(yè)學(xué)位類別及領(lǐng)域名稱交通運(yùn)輸工程2014年6月3日論文答辯日期2014年6月14日長(zhǎng)安大學(xué)RESEARCHONPAVEMENTPERFORMANCEANDCONSTRUCTIONTECHNOLOGYOFASPHALTRUBBERMIXTUREADISSERTATIONSUBMITTEDFORTHEDEGREEOFMASTERCANDIDATEZHENFANGYUSUPERVISORPROFLIWEIGUANGCHANG’ANUNIVERSITY,XI’AN,CHINA

簡(jiǎn)介：同濟(jì)大學(xué)碩士學(xué)位論文南京長(zhǎng)江三橋主體結(jié)構(gòu)部分清水混凝土性能和施工工藝研究姓名季云聰申請(qǐng)學(xué)位級(jí)別碩士專業(yè)結(jié)構(gòu)工程指導(dǎo)教師徐偉20041120THERESEARCHONTHEPERLERMRTLCEOFARCHITECTURALCONCRETEANDCONSTRUCTIONMETHODOFBRIDGE3OVERYANGZIRIVERABSTRACTWITHTHEDEVELOPMENTOFARCHITECTURESTYLE’SSIMPLIFICATIONANDNATURALITYANDSUCCESSFULINSTANCESCOMEFONHMOREANDMOREARCHITECTURALCONCRETEBUILDINGSCOMEINTOPEOPLE’SEYESTHESEBUILDINGSIGNORESTRADITIONALBUILDINGSFINISHWORKTHETHICKANDHEAVYARCHITECTURALCONCRETECONSTRUCTIONSGIVEPEOPLESUCHAIDEATHESESTRUCTURESARESIMPLEBUTSTEADY，ANDALSOMODEMASARCHITECTURALCONCRETENOLONGERNEEDSFINISH。OMI招TRADITIONALWETWORKANDREDUCESCONSTRUCTIONWASTESPRODUCTIONBASEDONSOMEEXPERIMENTONCONCRETE‘SBASICPERFORMANCEANDDURABILITYPERFORMANCE，THISCONTEXTTRIESTOANALYSESARCHITECTURALCONCRETE’SBASICPERFORMANCE，SHRINKAGE，IMPERMEABILITY，F(xiàn)ROSTRESISTANEE，EARBANIONRESISTANCE，STEELBAR’SCORROSIONANDSULFATEION’SPERMEABILITYSO，IFYOUCOMBINEALLECONOMICS，EFFICIENCYANDENVIRONMENTFACTORSINTOACCOUNT，IT’SNODOUBTTHATARCHITECTURALCONCRETEWILLGAINAWIDERUSESO，THISCONTEXTUSENANJINGYANGZIRIVER’S3RDBRIDGEASAREALINSTANCE，ANDCOMBINELAB’STESTINGMETHODSWITHTHEWORKONTHECONSTRUCTIONSPOT。PUTTINGTHEEMPHASISONTHEANALYSISONARCHITECTURALCONCRETE’SPERFORMANCEANDCONSTRUCTIONMETHODBYMAKINGTHERESEARCHONARCHITECTURALCONCRETE’SSURFACESFUNCTIONMECHANISM，RELATINGWITHPRACTICALCONSTMCTIONCONTROL，TOGAINBETTERSURFACEEFFECTANDBETTERDURABILITYPERFORMANCETHECONTEXTPUTSSOMEEMPHASISONARCHITECTURALCONCRETE’SREALTIMECONSTRUCTIONTECHNOLOGYANDCONSTRUCTIONCONTROL，TRYINGTOLAYOUTASPECIFICATIONONBRIDGE3SCONSTRUCTIONKEYWORDSARCHITECTURALCONCRETE；MIXINGRATIO；BASICPERFORMANCE；DURABILITY；EXPERIMENTRESEARCH；CONSTRUCTIONTECHNOLOGY；CONSTRUCTIONCONTROL

簡(jiǎn)介：分類號(hào)密級(jí)U656學(xué)校代碼學(xué)號(hào)10618308003004墨廑交通名謦工程碩士學(xué)位論文寸灘高樁碼頭樁基施工工藝及質(zhì)量控制技術(shù)研究STUDYONTHEPNEFOUNDATIONCONSTRUCTIONANDQUAIITYG竺坐坐竺墜望IG堅(jiān)竺堡壘蘭G堅(jiān)翌壘望旦逛塾里望竺豎皇壘學(xué)位申請(qǐng)人王磊導(dǎo)師姓名及職稱趙明階教授工程領(lǐng)域名稱論文提交日期王甫學(xué)高級(jí)工程師水利工程2013年11月摘要重慶寸灘三期高樁碼頭工程所在河段具有深水、大水位差、大流速的特點(diǎn)，水文地質(zhì)條件復(fù)雜，并且受季節(jié)性的漲水影響樁基礎(chǔ)的施工難度很大，在內(nèi)河港口碼頭建設(shè)中具有顯著的代表性。由于施工受季節(jié)性的漲水影響非常大，因此作為高樁碼頭核心的樁基工程，其施工質(zhì)量不僅影響整個(gè)碼頭結(jié)構(gòu)安全，而且能否在一個(gè)枯水期內(nèi)完成樁基的施工也是整個(gè)寸灘港三期工程順利投產(chǎn)的關(guān)鍵。鑒于此，論文以重慶寸灘港三期高樁碼頭樁基施工為依托，采用理論與實(shí)踐相結(jié)合的方法，對(duì)樁基施工作業(yè)平臺(tái)、樁基成孔、水下混凝土澆筑及質(zhì)量控制等關(guān)鍵技術(shù)進(jìn)行系統(tǒng)的研究，主要研究?jī)?nèi)容及成果如下1分析了寸灘三期高樁碼頭工程水文地質(zhì)條件以及工程設(shè)計(jì)以及樁基施工特點(diǎn)和難點(diǎn)，為確定樁基施工方案和工藝奠定基礎(chǔ)。’2根據(jù)寸灘水文地質(zhì)條件、工程設(shè)計(jì)方案及其施工特點(diǎn)和難點(diǎn)，研究了適宜的施工作業(yè)平臺(tái)方案，總結(jié)了沖孔施工過(guò)程中的關(guān)鍵工藝，提出了鋼筋籠的制作、運(yùn)輸、吊裝連接等關(guān)鍵工藝的施工方法，并對(duì)首批混凝土灌注量和旋工方法進(jìn)行了分析。3從鉆孔、鋼筋籠制作安裝和水下混凝土灌注這三個(gè)關(guān)鍵點(diǎn)研究了鉆孔灌注樁施工過(guò)程中質(zhì)量控制的要點(diǎn)，并提出了鉆孔灌注樁施工質(zhì)量事故預(yù)防和處理的措施。4通過(guò)寸灘高樁碼頭樁基質(zhì)量檢測(cè)、碼頭變形監(jiān)測(cè)以及效果評(píng)價(jià)，驗(yàn)證了樁基施工工藝和質(zhì)量控制技術(shù)的可靠性。通過(guò)對(duì)寸灘三期高樁碼頭工程樁基施工工藝和質(zhì)量控制技術(shù)的研究，可以更好的指導(dǎo)施工，提高樁基施工質(zhì)量水平，對(duì)工程實(shí)踐具有重要的指導(dǎo)意義，同時(shí)也為內(nèi)河港口的建設(shè)提供有價(jià)值的經(jīng)驗(yàn)。關(guān)鍵詞鉆孔灌注樁；施工工藝；質(zhì)量控制；樁基檢測(cè)