簡(jiǎn)介：’步V_；9瑚L掬分類(lèi)號(hào)一一’。。西安建穩(wěn)科技史學(xué)學(xué)位論文瀝青路面水損害原因及其防治措菇研究指導(dǎo)教師姓名童空塞壅籃申請(qǐng)學(xué)位級(jí)別王堡亟專業(yè)名稱壅氫皇圭查三壁論文提交B期2QQ墮Q墨論文答辯B期200604學(xué)位授予單位西安建筑科技大學(xué)答辯委員會(huì)主席評(píng)閱人西安建筑科技大學(xué)碩士學(xué)位論文ASPHAHPAVEMENTWATERDAMAGECAUSEPREVENTIONANDCOREMEASURERESEARCHSPECIALTYARCHITECTUREANDCIVILENGINEERINGRES姐RHSTUDENTYANGMEIRONGTUTORPROFTONGSHENJIAPROFLIBINABSTRACTHIGHTYPEHIGHWAYSHAVEBEENDEVELOPEDRAPIDLYWITLLTHEQUICKINCREASINGOFCHINESEECONOMYASPHALTPAVEMENTSHAVEBEENWIDELYUSEDINHIGHWAYCONSTRUCTION，ESPECIALLYFORTHOSEWHOSEBASECOURSEISSEMIRIGIDTYPETHATHAVEBECOMETYPICALPAVEMENTSTRUCTUREOFCHINESEHIGHTYPEHIGHWAYINPRESENT，HIGHWAYTRANSPORTATIONSHAREABIGPROPORTIONINNATIONALECONOMYDEVELOPMENTANDTRAFFICANDAXLEWEIGHTARELARGERANDLARGERWHICHPUTFORWARDHIGHERREQUIREMENTTOTHESTRUCTURALREQUIREMENTOFASPHALTPAVEMENTANDCONSTRUCTIONQUALITYLEVELALTHOUGHTHEASPHALTPAVEMENTSTRUCTUREDESIGNANDCONSTRUCTIONCONTROLLINGTECHNIQUEHAVEMADEBIGPROGRESSINCHINAFORMANYYEARS，SEVERALASPECTSSTILLRETAININPERIODDEPENDINGONEXPERIENCEANDINTRODUCINGEQUIPMENTBECAUSERESEARCHAREAISMORELIMITEDINSTRUCTUREANDMATERIALANDTHERESEARCHOFEOUSTRUETIONPROCEDUREISNOTREGARDEDENOUGHACCORDINGTOTHEOBSERVATIONOFCONSTRUCTIONPROCESSANDTHEROADCONDITIONCHANGINGOFBUILTHIGHWAYSECTIONSOMEOBVIOUSQUESTIONSHAVEBEENDISCOVEREDCOMMONLYINASPHALTPAVEMENTIIL11IGHGRADEHIGHWAYAFTERUSEDFORCERTAINYEARSFSHORTERTHANDESIGNLIFETHROUGHCOMPARINGWITHTHEUSAGECONDITIONOFRUNHIGHTYPEHIGHWAYAUTHORANALYZESTHEPAVEMENTSNUCTILRCCOMPOSINGUSINGCONDITIONWATERDAMAGEANDITSREASONSINDETAILONTHEBASISOFHEREXPERIENCEANDPROBLEMSTREATEDDURINGENGAGINGINTHECONSTRUCTIONANDMANAGEMENTOFASPHALTPAVEMENTINTHEINNERMONGOLIAAUTONOMOUSREGIONFORMANYYEARSCONSULTINGRELATEDLITERATUREANDCOMBININGWITHTHEUSAGEREQUIREMENLTRAFFICMAGNITUDEANDCOMPOSINGFORHIGHTYPEHIGHWAYASWELLASWEATHERNATURALENVIRONMENT，SUPPORTINGCONDITIONFORSUBGRADE，MATERIALSUPPLEMENT，CONSTRUCTIONANDMAINTENANCECAPABILITYFMANCINGENVIRONMENTPROTECTIONANDSOONTHEAUTHORPREVENTSSOMEMEASURESANDPOINTSFORATTENTIONTATIONALLY2／～T／●點(diǎn)I、，L；

簡(jiǎn)介：隨著煤礦開(kāi)采深度的增加，瓦斯涌出量增大，瓦斯災(zāi)害日趨嚴(yán)重同時(shí)地應(yīng)力增加，煤巖破碎量增大，地溫升高，煤自燃災(zāi)害也越發(fā)凸顯。兩種災(zāi)害共生的復(fù)合型災(zāi)害已成為煤礦重特大事故的普遍模式。因此，研究采空區(qū)瓦斯與煤自燃復(fù)合災(zāi)害的防治機(jī)理及技術(shù)具有十分重要的意義。瓦斯與煤自燃復(fù)合災(zāi)害特點(diǎn)的普遍共識(shí)是相互影響、相互制約，但現(xiàn)場(chǎng)實(shí)施時(shí)，要二者兼顧，易顧此失彼。因此，須依據(jù)瓦斯與煤自燃兩種災(zāi)害的特點(diǎn)以及各種災(zāi)害的防治方法，研究耦合影響的關(guān)鍵因素，確定防治機(jī)理與方法。由于瓦斯和煤自燃災(zāi)害防治方法的多樣性，相關(guān)研究?jī)H針對(duì)某個(gè)實(shí)例進(jìn)行分析研究，沒(méi)有建立適合瓦斯與煤自燃復(fù)合災(zāi)害的預(yù)測(cè)、預(yù)報(bào)以及治理的綜合防治技術(shù)。本文從兩種災(zāi)害的特性和防治方法著手，認(rèn)為采空區(qū)瓦斯與煤自燃復(fù)合災(zāi)害的防治焦點(diǎn)在于控制采空區(qū)煤自燃，杜絕瓦斯爆炸的引火源，但防治重點(diǎn)是瓦斯。以自燃帶分布為耦合影響關(guān)鍵因素，在防治瓦斯的基礎(chǔ)上研究與防治煤自燃的相互作用和相互影響。瓦斯方面，依據(jù)開(kāi)采條件和瓦斯涌出量預(yù)測(cè)，合理確定風(fēng)量、通風(fēng)形式和推進(jìn)速度，優(yōu)選抽采方法，高效治理瓦斯煤自燃方面，通過(guò)實(shí)驗(yàn)確定煤自燃特性，在防治瓦斯的基礎(chǔ)上從控氧和控時(shí)間兩個(gè)方面制定防火方法。并由此確立了以預(yù)測(cè)、預(yù)報(bào)為主的復(fù)合災(zāi)害防治方法。復(fù)合災(zāi)害預(yù)測(cè)方面，依據(jù)現(xiàn)場(chǎng)實(shí)測(cè)建立CFD模型，進(jìn)行數(shù)值模擬預(yù)測(cè)研究，從通風(fēng)、抽采和防火三個(gè)方面分別模擬分析了不同風(fēng)量和通風(fēng)形式，各種大流量抽采方法，如尾抽、高抽巷、地面鉆井、高位鉆孔和埋管抽采，以及惰化防火對(duì)采空區(qū)自燃“三帶”分布的影響，從而確定防治自燃發(fā)火的最低推進(jìn)速度，并依此優(yōu)化通風(fēng)與瓦斯抽采方法，完善防火措施。復(fù)合災(zāi)害預(yù)報(bào)方面，通過(guò)實(shí)驗(yàn)獲取指標(biāo)氣體和臨界溫度作為分析判定煤體自燃程度的依據(jù)，由束管監(jiān)測(cè)的氧濃度分布對(duì)數(shù)值模擬模型參數(shù)進(jìn)行修正?；趶?fù)合災(zāi)害防治方法，試驗(yàn)研究了高瓦斯易自燃煤層惰化防火、高瓦斯強(qiáng)抽采工作面防火和高瓦斯易自燃工作面超大火區(qū)均壓滅火，驗(yàn)證了復(fù)合災(zāi)害防治效果，建立了適合瓦斯與煤自燃復(fù)合災(zāi)害的預(yù)測(cè)、預(yù)報(bào)和治理的綜合防治技術(shù)。

簡(jiǎn)介：分類(lèi)號(hào)TU351071020050387滾害太淫碩士學(xué)位論文公路路基地質(zhì)災(zāi)害評(píng)價(jià)及防治對(duì)策研究齊洪亮導(dǎo)師姓名職稱田偉平教授申請(qǐng)學(xué)位級(jí)別工學(xué)碩士學(xué)科專業(yè)名稱防災(zāi)減災(zāi)工程及防護(hù)工程論文提交日期2008年5月12日論文答辯日期2008年5月31日學(xué)位授予單位長(zhǎng)安大學(xué)答辯委員會(huì)主席學(xué)位論文評(píng)閱人王亞玲李家春侯全岐ABSTRACTTHELIGAMENTEFFECTOFHIGHWAYACTINGASCONNECTINGANDPROMOTINGREGIONALECONOMICALDEVELOPMENTHASBECOMEINCREASINGLYOUTSTANDINGMEANWHILE，HIGHWAYSPREADINTHECOMPLEXENVIRONMENTGEOLOGICALCONDITION，WILLBETHREATENANDDESTROYEDBYALLKINDSOFGEOLOGICALHAZARDSINEVITABLYAMONGDISASTERSCAUSINGTHELOSSTOHIGHWAYLANDSLIDEHASBEENONEOFTHEMOSTSERIOUSDISASTERSANDWHAT’SMORE，THEECONOMICLOSSCAUSEDBYTRAFFICJAMSANDINTERRUPTIONWHICHWERECAUSEDDIRECTLYORINDIRECTLYBYGEOLOGICALHAZARDSISENORMOUSTHEREFORE，THEMAINLINEHIGHWAYDISASTERPREVENTIONPROJECTCARDEDOUTBYTHEMINISTRYOFCOMMUNICATIONS，AIMEDATTOUSESCIENTIFIC，EFFECTIVE，COMPREHENSIVEANDECONOMICALPREVENTIONANDCUREMEASURESTOPREVENTANDCONTROLTHEGEOLOGICALHAZARDSALONGHIGHWAYENSURINGHIGHWAYUNLOCKEDANDREDUCINGLOSSCAUSEDBYGEOLOGICALHAZARDSRISKANDLOSSASSESSMENTONTHEGEOLOGICALHAZARDSISNOTONLYTHECOGNITIONONDEVELOPMENTINTENSITYANDTHEHARMFULNESSDEGREE，BUTALSOTHEBASISTOSELECTTHETYPESOFPREVENTIONMEASURES，ITHASVERYIMPORTANTGUIDINGSIGNIFICANCETOTHEHAZARDSPREVENTIONTHETHESISBASESONTHERELEVANTCONTENTSOFWESTREGIONCOMMUNICATIONCONSTRUCTIONTECHNOLOGYPROJECTOFTHEMINISTRYOFCOMMUNICATIONSTHEEXTENSIONANDAPPLICATIONDEMONSTRATIONOFTHEHAZARDSPREVENTIONONROADBEDDAMAGEANDIT’SBASEDONPROJECTFIRSTLYBASEDONTHEDETAILEDINVESTIGATIONOFTHESURVEYANDTHEPRESENTSITUATIONOFTHEGEOLOGICALHAZARDS，SUCHASTHETYPES，AMOUNTS，ANDTHEDISTRIBUTIONOFTHEBASEDONPROJECT一一NO316NATIONALROADSINSHAANXIBETWEENANKANGANDHANZHONGTHEMOSTHARMFULGEOLOGICALHAZARDLANDSLIDEWASSELECTEASTHERESEARCHOBJECTSTHETHESISSTUDIEDTHECAUSATIONOFHIGHWAYHAZARDSANDTHEGENERATIONMECHANISMOFLANDSLIDEFORMBOTLLSIDESOFENVIRONMENTALFACTORS，SUCHASRAINFALLETCANDHUMANACTIVITYORENGINEERINGMAINLYTHECONSTRUCTIONOFTHEHIGHWAYSECONDLYTHERESEARCHSELECTETHEHUMANACTIVITYANDENGINEERINGMAINLYTHECONSTRUCTIONANDOPERATINGOFTHEHIGHWAYWHICHWASSELDOMCONSIDERED，ASWELLASOTHERNATURALFACTORS，LIKETHEDEVELOPMENTSTAGESOFTHELANDSLIDE，RAINFALLETCASMAINEVALUATIONFACTORSFORTHERISKASSESSMENTOFTHELANDSLIDETHECLASSIFICATIONSTANDARDSOFTHEINFLUENCINGFACTORSWASESTABLISHEDACCORDINGTOTHEACTUALSITUATIONTHEN，THETHESISSELECTESANALYTICALHIERARCHYPROCESSANDCOMPREHENSIVEINDEXMETHOD，WHICHWEREEXTENSIVELYAPPLIED，ASTHEMAJORMEANSTORISKASSESSMENTMODELSWEREESTABLISHEDTODETERMINETHEWEIGHTOFTHEEVALUATIONFACTORSANDEVALUATETHERISKOFTHELANDSLIDESTHEPAPEREVALUATEDTHEDIRECTANDTHEINDIRECTLYECONOMYLOSS，THECONCEPTOFTHE

簡(jiǎn)介：分類(lèi)號(hào)TU35107100721147諼害犬海碩士學(xué)位論文路基水毀災(zāi)害識(shí)別技術(shù)及防治措施研究導(dǎo)師姓名職稱申請(qǐng)學(xué)位級(jí)別韓濤毛雪松副教授工學(xué)碩士學(xué)科專業(yè)名稱防災(zāi)減災(zāi)工程及防護(hù)工程論文提交日期2010年5月2L號(hào)論文答辯日期2010年5月29號(hào)學(xué)位授予單位長(zhǎng)安大學(xué)答辯委員會(huì)主席．田偉平教授學(xué)位論文評(píng)閱人田偉平教授侯全岐高級(jí)工程師STUDYONTHEIDENTIFICATIONANDPREVENTIONOFTHEROADBED’SDISASTERSCAUSEDBYWASHOUTADISSERTATIONSUBMITTEDFORTHEDEGREEOFMASTERCANDIDATEHANTA0SUPERVISORPROF．MAOXUESONGCHANG’ANUNIVERSITY,XI’AN，CHINA㈣舛M5伽9舢2㈣7舢1腳丫

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簡(jiǎn)介：Y1020313申請(qǐng)L司濟(jì)大學(xué)工程碩士學(xué)位論文泥石流對(duì)橋梁工程的危害及其防治培養(yǎng)單位土木工程學(xué)院專業(yè)建筑與土木工程研究生周小彬指導(dǎo)教師徐棟教授副指導(dǎo)教師曾馬蓀教授級(jí)高工二OO六年六月ABST隊(duì)了ABSTRACT’11坨MUDROCKFLOWISCOMMONNATURALDISASTERINTHEMOUNTAINOUSAREAS．INOURCOUNTRYMOUNTAINOUSAREASAPPROXIMATELYCOMPOSES2／3OFTHETOTALAREAOFNATIONALTERRITORY,ANDOURCOUNTRYISONEOFTHECOUN仃IESWITHWIDESPREADDISTRIBUTIONANDMORESERIOUSDISASTEROFTHEMUD．ROCKFLOWINTHEWORLD．WITHTHEDEVELOPMENTOFECONOMYANDEXTENDINGOFTRANSPORTATIONLINESINMOUNTAINOUSAREASINOURCOUNTRY,THESITUATIONTHATENGINEERINGFACILITIESSUCHASBRIDGESANDCULVERTSINROADSANDRAILROADSCOMEACROSSTHEDISASTEROFMUD．ROCKFLOWALSOINCREASE．SOTHERESEARCHTOTHEDISASTEROFMUDROCKFLOWISINCREASINGLYPAIDATTENTIONBYCOMMONPEOPLE．THISARTICLE伽LLESFILLTHETHOROUGHDISCUSSIONABOUTTHEHARMANDTHEFORMEDCONDITIONOFTHEMUDROCKFLOWDISASTER．THROUGHTHEANALYSISONCONDITIONOFWATERSOURCEANDTHEEARTHSOURCEANDTHETERRAINIANDFORMWHICHCAUSETHEDISASTEROFMUDROCKFLOW,THEARTICLEHASMADETHEDETAILEDELABORATIONTOTHEMICROSCOPICCRITICALCONDITIONFORMULAANDTHEMACROSCOPICDISTINCTIONFUNCTIONABOUTHOWTHEMUDROCKFLOWOFWATERPOWERTYPEANDSOILPOWERTYPEFORM．THISARTICLEALSOANALYZESTHEHARMFULWAYOFMUDROCKFLOWDISASTERTOTHEBRIDGEBUILDING,ANDINVESTIGATESTHOROUGHLYDESTRUCTIVEFORMSANDTHEMECHANISMSOFEACHKINDOFHARMFULWAYS，ANDPOINTSOUTTHECORRESPONDINGENGINEERINGMEASURESTOAVOIDORREDUCETHELOSSANDTHEHARMOFTHEMUDROCKFLOWDISASTERDURINGTHECONSTRUCTIONOFTHEBRIDGEBUILDING．ATTHESAMETIMETHISARTICLEMAKESTHETHOROUGHCAREFULANALYSISOFBRIDGEBUILDINGS’LOCATIONANDPILLARS’FOUNDATIONANDTHEBRIDGES’CLEARANCEDESIGNANDSOON．NESPECIALELABORATIONABOUTHOWPROTECTBRIDGEPILLARSAGAINSTTHEMUDROCKFLOWISCARRIEDON．ANDTHEPRACTICALFEASIBLEPROTECTIVEPLANSALSOAREPROPOSEDINTHEARTICLE．ONTHEBASEOFABOVEANALYSIS，THEARTICLEMAKESSPECIALLYTHETHOROUGHELABORATIONABOUTPREVENTINGANDCURINGPRESENTSITUATIONANDTHETENDENCYOFTHEDEVELOPMENTOFROADSORRAILROADSMUDROCKFLOWDISASTER,WHICHISRELATEDTOTHEBRIDGEBUILDINGINOURCOUNTRY．ATTHESAMETIME，THEARTICLEHASCARRIEDONTHEANALYSISOFTHESUITABLECONDITIONANDTHESCOPEOFTHEPLANONHOWTHETRANSPORTATIONLINESANDTHEPROJEFTFACILITIESSUCHASBRIDGES，CULVERTPROJECTSEVADESTHEMUDROCKⅡ

簡(jiǎn)介：分類(lèi)號(hào)TU35X孝夫海碩士學(xué)位論文路基邊坡地質(zhì)災(zāi)害防治技術(shù)信息系統(tǒng)陳洪波導(dǎo)師姓名職稱竇明健教授申請(qǐng)學(xué)位級(jí)別工學(xué)碩士學(xué)科專業(yè)名稱防災(zāi)減兜工程廈防護(hù)工程論文提交日期2007年06月01日論文答辯日期2007年06月05日學(xué)位授予單位長(zhǎng)安大學(xué)答辯委員會(huì)主席陳忠選教授學(xué)位論文評(píng)閱人范建華教授級(jí)高工毛雪松副教授ABSTRACTWITHHIGHSPEEDDEVELOPMENTOFROADCONSTRUCTION，GEOLOGICALHAZARDTHREATENTHESECURITYOFTHEPEOPLE’SLIVESANDPROPERTIESANDTHENORMALHIGHWAYCOMMUNICATIONRUNNINGCOMBININGTHERESEARCHOFSUBJECT“TOPOPULARIZEANDEXEMPLIFYPREVENTIONANDCONTROLTECHNOLOGYFORGEOLOGICALHAZARDOFSUBGRADESLOPE”，THISPAPERBASEDONEXISTINGRELEVANTRESEARCHRESULTSBOTHATHOMEANDABROADANDSUCCESSFULEXPERIENCETOMANAGESTHEHIGHWAYGEOLOGICALHAZARDEVERYAREA，SUMUPTHETYPEANDCHARACTERISTICOFSUBGRADESLOPEGEOLOGICALHAZARD，SUMMARIZETHEPREVENTIONANDCONTROLTECHNOLOGYFORGEOLOGICALHAZARDOFSUBGRADESLOPE，DEVELOPINFORMATIONSYSTEMOFPREVENTIONANDCONTROLTECHNOLOGYTHESYSTEMOFFERTECHNOLOGYREFERENCETOPREVENTANDCONTROLHIGHWAYGEOLOGICALHAZARDINTHEWHOLECOUNTRYTHISPAPERHASCARRIEDONTHERELEVANTGEOLOGICALHAZARDRESEARCHATFIRSTBECAUSEOFALARGEAMOUNTOFDOMESTICANDINTERNATIONALRELEVANTDOCUMENTSANDMATERIALS，ITSUMUPTHEMAINTYPE，CHARACTERISTIC，MECHANISM，F(xiàn)ORMATIONCONDITION，CONTROLFACTORSOFSLOPEGEOLOGICALHAZARDTHEN，THISPAPERSUMMARIZETHEPREVENTIONANDCONTROLTECHNOLOGYFORGEOLOGICALHAZARDOFSUBGRADESLOPEONTHEFOUNDMIONOFAVAILABLETECHNOLOGYITHASCLASSIFIEDPREVENTIONANDCONTROLTECHNOLOGYANDSUMUPTHESUITABLECONDITION，THEDESIGNPOINTANDCONSTRUCTIONMETHODOFEVERYPREVENTIONANDCONTROLMETHODTHISPAPERSETUPTHEDATABASEBASEDONTHEDATAMATERIALOFPREVENTIONANDCONTROLTECHNOLOGYFORGEOLOGICALHAZARDOFSUBGRADESLOPETHISDATABASESTORESINFORMATION，SUCHASUSERNAME，USER’SPASSWORD，USER’STYPE，METHOD，SUITABLECONDITION，THEDESIGNPOINTANDCONSTRUCTIONMETHOD，ETCBASEDONTHEDATABASE，THISPAPERDEVELOPTHEINFORMATIONSYSTEMTHESYSTEMCONTAINSASERIESOFINFORMATION，SUCHASMETHOD，SUITABLECONDITION，THEDESIGNPOINTANDCONSTRUCTIONMETHODOFPREVENTIONANDCONTROLTECHNOLOGYFORGEOLOGICALHAZARDOFSUBGRADESLOPEUSERSCANBECONVENIENTTOCONSULTSOMEINFORMATIONOFPREVENTIONANDCONTROLTECHNOLOGYBECAUSEOFTHESETUPOFINFORMATIONSYSTEMKEYWORDSSUBGRADESLOPE，GEOLOGICALHAZARD，PREVENTIONANDCONTROLTECHNOLOGY，INFORMATIONSYSTEM，STABILITYANALYSIS

簡(jiǎn)介：武漢理1大學(xué)碩士學(xué)位論文摘要半剛性基層瀝青路面由于具有強(qiáng)度高、造價(jià)低、整體性及水穩(wěn)定性好等優(yōu)點(diǎn)，在我國(guó)公路建設(shè)中得到了廣泛的運(yùn)用但半剛性基層在運(yùn)營(yíng)期間易產(chǎn)生干縮裂縫和低溫收縮裂縫，在交通荷載和溫度荷載的重復(fù)作用下，半剛性基層的這種收縮裂縫很容易擴(kuò)展到瀝青面層而形成反射裂縫REFLECTIONCRACK。反射裂縫一旦產(chǎn)生，不僅影響路面的美觀和行車(chē)舒適性，更重要的是大大的縮短了路面的使用壽命。關(guān)于瀝青路面斷裂分析的理論及抗裂，國(guó)內(nèi)外已開(kāi)展了大量的研究工作。由于斷裂力學(xué)較好的反映了結(jié)構(gòu)內(nèi)部存在的裂縫之類(lèi)缺陷，因此在路面反射裂縫的分析方面得到了較好的應(yīng)用。目前采用斷裂力學(xué)對(duì)反射裂縫的研究主要集中在縫端應(yīng)力狀態(tài)及縫端應(yīng)力強(qiáng)度因子的計(jì)算上，通過(guò)對(duì)比不同防裂措施及材料的縫端應(yīng)力或應(yīng)力強(qiáng)度因子對(duì)防裂效果進(jìn)行計(jì)算比較而對(duì)疲勞壽命的計(jì)算及疲勞壽命與路面結(jié)構(gòu)參數(shù)的關(guān)系研究較少。本文采用斷裂力學(xué)有限元模型，通過(guò)疲勞斷裂分析，對(duì)溫度荷載作用下疲勞斷裂壽命進(jìn)行了計(jì)算同時(shí)對(duì)不同面層厚度和模量情況下疲勞斷裂壽命進(jìn)行了計(jì)算比較，為防裂材料和防裂結(jié)構(gòu)的選擇提供了理論依據(jù)。關(guān)于瀝青路面的防裂方法與材料，除了傳統(tǒng)的土工布和玻纖隔柵外，目前的研究主要集中在柔性中間夾層上，具體方法是在瀝青面層和半剛性基層之間設(shè)置一層彈性模量低，韌性好的材料作為應(yīng)力吸收層以吸收半剛性基層裂縫，目前這種方法是國(guó)內(nèi)外工程實(shí)踐中用得較多的一項(xiàng)工程措施。如，橡膠A青混凝土夾層和KOCH公司STRATA應(yīng)力吸收系統(tǒng)。本文在現(xiàn)有研究成果的基礎(chǔ)上對(duì)瀝青路面的反射裂縫機(jī)理進(jìn)行研究，同時(shí)制備防裂夾層新材料。本文的研究?jī)?nèi)容主要包括以下兩個(gè)方面1本文在現(xiàn)有成果的基礎(chǔ)上，借助疲勞斷裂理論和有限單元法，研究半剛性基層瀝青路面反射裂縫溫度疲勞裂縫的擴(kuò)展規(guī)律以及疲勞壽命的計(jì)算方法。分析不同面層結(jié)構(gòu)參數(shù)以及不同防裂材料與措施對(duì)反射裂縫溫度疲勞壽命的影響，從而為路面的結(jié)構(gòu)設(shè)計(jì)、路面開(kāi)裂預(yù)測(cè)和合理選擇路面材料提供理論依據(jù)。2對(duì)夾層防裂效果進(jìn)行計(jì)算定量的計(jì)算，研究不同夾層模量對(duì)防裂效果的武漢理工大學(xué)碩士學(xué)位論文ABSTRACTTHEASPHALTPAVEMENTBASEDONSEMIRIGIDTYPEBASEHASGOTEXTENSIVEAPPLICATIONINOURCOUNTRYSROADCONSTRUCTIONBECAUSEOFITSADVANTAGESSUCHASHIGHINTENSITYLOWCOSTGOODPERFORMANCEOFGLOBALITYANDWATERSTABILITYBUTSEMIRIGIDTYPEBASECOURSEEASYTOPRODUCECONTRACTCRACKANDLOWTEMPERATURESHRINKCRACKDURINGRUNNINGBYTHEPERIODICALLYCHANGEOFTEMPERATUREANDREPEATEDTRAFFICLOADSANDTHISCRACKISEASYTOEXTENDTOTHESURFACEITSSOCALLEDREFLECTIONCRACKTHEREFLECTIONCRACKNOTONLYAFECTTHEROADAPPEARANCEANDDRIVECOMFORTANDTHEMOSTIMPORTANTTHINGISTHATGREATLYSHORTENSTHESERVICELIFEOFROADSURFACEMANYRESEARCHESHASLAUNCHEDABOUTTHETHEORYOFROADCRACKANDTHEMATERIALANDMETHODOFANTICRACKBOTHATHOMEANDABROADBECAUSETHEFRACTUREMECHANICCANWELLREFLECTTHEEXISTINGCRACKINTHEPAVEMENTSOITHASGOTBETERAPPLICATIONINTHEANALYSISOFREFLECTIONCRACKOFPAVEMENTPRESENTRESEARCHADOPTINGFRACTUREMECHANICMAINLYCONCENTRATEDONTHESTRESSSTATEANDTHESTRESSINTENSITYFACTORONCRACKTIPTHROUGHCOMPAREWITHTRESSORSTRESSINTENSITYFACTORTOEVALUATETHEANTECRACKEFECTBYDIFFERENTANTICRACKMATERIALSORMETHODSLESSSTUDYHASBEENDONEABOUTFATIGUELIFEANDTHERELATIONSHIPABOUTFATIGUELIFEANDROADSTRUCTUREPARAMETERTHISPAPERADOPTINGFRACTUREMECHANICSFINITEELEMENTMODELANDTHETHEORYOFFATIGUEFRACTUREMECHANICSEXPATIATESTHETHEORYANDCOMPUTATIONALMETHODOFREFLECTIONCRACKSFATIGUELIFEUNDERTEMPERATURELOADSATTHESAMETIMECALCULATESANDANALYZESTHEINFLUENCEFACTORSOFREFLECTIONCRACKSFATIGUELIFETOOFFERTHETHEORETICALFOUNDATIONFORANTICRACKMATERIALANDSTRUCTUREMANYMATERIALSHASBEENADOPTEDTOREDUCEREFLECTIONCRACKSUCHASGEOTECHNOLOGICALGRIDSORNETSPRESENTRESEARCHESAREMAINLYCONCENTRATEDONTHEFLEXIBLEINTERLAYERTHECONCRETEMETHODISTOSETUPAINTERLAYEROFLOWELASTICMODULUSANDGOODTOUGHNESSBETWEENPAVEMENTANDSEMIRIGIDBASECOURSEINORDERTOABSORBTHECRACKTIPSTRESSTHEMETHODHASWILDLYUSEDINPROJECTPRACTICEATPRESENTSUCHASRUBBERASPHALTCONCRETEANDSTRATASTRESSABSORBEDSYSTEMEXPLOITEDBYKOCHCOMPANYTHISPAPERRESEARCHONTHEMECHANISMOFTHEREFLECTIONCRACKONTHEBASISOFFORMERSTUDYANDPREPARENEWTYPEOFSTRESSABSORBEDMATERIALTHISPAPERMAINLYINCLUDETWOASPECT1THISPAPERSTUDIESTHEREFLECTIONCRACKSEXPANSIONLAWANDCOMPUTINGMETHODOFFATIGUELIFEWHENTEMPERATURECHANGESTHEINFLUENCEOFPARAMETERANDDIFERENTANTICRACKMATERIALANDMETHODONANALYSISANDTHETHEORETICALFOUNDATIONFORANTICRACKMATERIALFATIGUELIFESTRUCTUREHASBEENANDSTRUCTURECANBE

簡(jiǎn)介：貴州崩滑流地質(zhì)災(zāi)害評(píng)估及其對(duì)省內(nèi)干線交通選線的影響分析學(xué)位類(lèi)型學(xué)科專業(yè)學(xué)位類(lèi)別作者姓名作者學(xué)號(hào)導(dǎo)師姓名及職稱實(shí)踐導(dǎo)師姓名及職稱學(xué)院名稱論文提交日期學(xué)位授予單位●●●●●●●●●●●●●●●●●●學(xué)位論文原創(chuàng)性聲明本人鄭重聲明所呈交的論文是本人在導(dǎo)師的指導(dǎo)下獨(dú)立進(jìn)行研究所取得的研究成果。除了文中特別加以標(biāo)注引用的內(nèi)容外，本論文不包含任何其他個(gè)人或集體已經(jīng)發(fā)表或撰寫(xiě)的成果作品。對(duì)本文的研究做出重要貢獻(xiàn)的個(gè)人和集體，均已在文中以明確方式標(biāo)明。本人完全意識(shí)到本聲明的法律后果由本人承擔(dān)。作者簽名岳I笑拍了日期沙T凈17月向日學(xué)位論文版權(quán)使用授權(quán)書(shū)本學(xué)位論文作者完全了解學(xué)校有關(guān)保留、使用學(xué)位論文的規(guī)定，同意學(xué)校保留并向國(guó)家有關(guān)部門(mén)或機(jī)構(gòu)送交論文的復(fù)印件和電子版，允許論文被查閱和借閱。本人授權(quán)湖南科技大學(xué)可以將本學(xué)位論文的全部或部分內(nèi)容編入有關(guān)數(shù)據(jù)庫(kù)進(jìn)行檢索，可以采用影印、縮印或掃描等復(fù)制手段保存和匯編本學(xué)位論文。涉密論文按學(xué)校規(guī)定處理。作者簽名岳I愛(ài)柏了導(dǎo)師簽名岔乙扒日期汩聲6月卜日日％B年61J口日

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簡(jiǎn)介：中南大學(xué)碩士學(xué)位論文公路泥石流災(zāi)害特征參數(shù)確定與防治對(duì)策研究姓名歐陽(yáng)猛申請(qǐng)學(xué)位級(jí)別碩士專業(yè)道路與鐵道工程指導(dǎo)教師周建普徐林榮20080501中南大學(xué)碩IJ論文ABSTRACTABSTRACTDEBRISFLOWISONEOFTHEMAINGEOLOGICALHAZARDSINCHINAANDITCAUSESGREATECONOMICLOSSANDCASUALTIESEVERYYEARALSODEBRISFLOWISONEOFDISASTERSALONGHIGHWAYTHATISN’TEFFECTIVELYCONTROLLEDANDTHEMOSTLYFACTORWHICHDAMAGESTHECONTROLLINGCONSTRUCTIONANDHIGHWAYFACILITIESTHROUGHTHEDEBRISFLOWVALLEY，WHICHAFFECTSSEVERELYCONSTRUCTIONANDOPERATIONOFHIGHWAYSUPPORTEDBYTHESTPROJECTOFTRAFFICDEPARTMENTOFSICHUANPROVINCE‘‘STUDYONINITIATIONMECHANISMSCOUNTERMEASURESOFDEBRISFLOWSALONGHIGHWAYINACTIVEFAULTZONE”NO2006A24582，ANDBASEDONANALYSESOFRESEARCHONDEBRISFLOWDOMESTICANDABROAD，CHARACTERISTICPARAMETERSANDCONTROLOFDEBRISFLOWSALONGUNDERCONSTRUCTIONYALUFREEWAYARESTUDIEDINTHISPAPERBYFIELDSURVEYANDDATAANALYSISTHEMAINWORKOFTHISPAPERISASFOLLOWS1STUDYONSURVEY，EXPLORATIONANDEXPERIMENTOFDEBRISFLOWAFTERANALYZINGSTATUSANDDEFICIENCYOFMETHODSOFSURVEY，THEPAPEROBTAINSTERRAINPARAMETERSOFDEBRISFLOWWITHGOOGLEEARTHANDGPS，WHICHISPROVEDRELIABILITYWITHGEOPHYSICALEXPLORATIONMEANTHICKNESSOFACCUMULATIONINDEBRISFLOWISGOAENANDWITHROUTINEEXPERIMENTDENSITYANDGRAINGRADATIONOFDEBRISFLOWAREOBTAINED2STUDYONDETERMINATIONOFCHARACTERISTICPARAMETERSBASEDONCONSTRUCTIONOFPARAMETERSSYSTEMANDSUMMARYOFDETERMINATIONMETHODS，RELATIVELYREASONABLEDETERMINATIONMETHODSOFCHARACTERISTICPARAMETERSAREINITIALLYESTABLISHEDASTHEKEYPARAMETER，VELOCITYISEMPHATICALLYRESEARCHEDASTWOCALCULATIONPARAMETERSOFVELOCITY，DETERMINATIONMETHODSOFROUGHNESSANDFLOWDEPTHAREONSTUDYDEBRISFLOWSALONGUNDERCONSTRUCTIONYALUFREEWAYARECALCULATIONEXAMPLES3STUDYONCOUNTERMEASURESOFDEBRISFLOWTHISPAPERSUMMARIZESTHEORYONCONTROLANDTECHNOLOGYOFDEBRISFLOWANDPOINTSOUTRATIONALITYOFCOMPREHENSIVECONTR01AIMINGATLESSPERTINENCEANDEFFICIENCY，SUGGESTIONOFDEBRISFLOWCOUNTERMEASURESISPRESENTEDONTHEPRECONDITIONSOFANALYSESOFFORMATIONCONDITION，DAMAGEMECHANISMOFTRAININGBUND，TRENDANDSUSCEPTIBILITY，THROUGHANEXAMPLEOFQUE’ERVALLEYDEBRISFLOW，WHICHCORRELATEWITHMANYSUBJECTS，BELONGSTOCROSSEDSUBJECTNOWTHESTUDYONCHARACTERISTICPARAMETERSANDCONTROLOFDEBRISFLOWISDEVELOPING，DEFICIENCYOFTHEVIEWPOINTANDMETHODOFTHISPAPERSTILLEXISTSANDIS

簡(jiǎn)介：分類(lèi)號(hào)TU35107102009121041碩士學(xué)位論文秦嶺北坡公路地質(zhì)災(zāi)害防治對(duì)策研究秦嶺北坡公路地質(zhì)災(zāi)害防治對(duì)策研究張紅梅導(dǎo)師姓名職稱田偉平教授申請(qǐng)學(xué)位級(jí)別碩士學(xué)科專業(yè)名稱防災(zāi)減災(zāi)工程及防護(hù)工程論文提交日期2012年4月25日論文答辯日期2012年6月9日學(xué)位授予單位長(zhǎng)安大學(xué)STUDYOFCURECOUNTERMEASUREFGEOLOGICALDISASTERINTHENTHSLOPEOFQINLINGMOUNTAINSADISSERTATIONSUBMITTEDFTHEDEGREEOFMASTERCIDATEZHANGHONGMEISUPERVISPROFTIANWEIPINGCHANG’ANUNIVERSITY，XI’AN，CHINA