簡介：’步V_；9瑚L掬分類號一一’。。西安建穩(wěn)科技史學學位論文瀝青路面水損害原因及其防治措菇研究指導教師姓名童空塞壅籃申請學位級別王堡亟專業(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學位授予單位西安建筑科技大學答辯委員會主席評閱人西安建筑科技大學碩士學位論文ASPHAHPAVEMENTWATERDAMAGECAUSEPREVENTIONANDCOREMEASURERESEARCHSPECIALTYARCHITECTUREANDCIVILENGINEERINGRES姐RHSTUDENTYANGMEIRONGTUTORPROFTONGSHENJIAPROFLIBINABSTRACTHIGHTYPEHIGHWAYSHAVEBEENDEVELOPEDRAPIDLYWITLLTHEQUICKINCREASINGOFCHINESEECONOMYASPHALTPAVEMENTSHAVEBEENWIDELYUSEDINHIGHWAYCONSTRUCTION，ESPECIALLYFORTHOSEWHOSEBASECOURSEISSEMIRIGIDTYPETHATHAVEBECOMETYPICALPAVEMENTSTRUCTUREOFCHINESEHIGHTYPEHIGHWAYINPRESENT，HIGHWAYTRANSPORTATIONSHAREABIGPROPORTIONINNATIONALECONOMYDEVELOPMENTANDTRAFFICANDAXLEWEIGHTARELARGERANDLARGERWHICHPUTFORWARDHIGHERREQUIREMENTTOTHESTRUCTURALREQUIREMENTOFASPHALTPAVEMENTANDCONSTRUCTIONQUALITYLEVELALTHOUGHTHEASPHALTPAVEMENTSTRUCTUREDESIGNANDCONSTRUCTIONCONTROLLINGTECHNIQUEHAVEMADEBIGPROGRESSINCHINAFORMANYYEARS，SEVERALASPECTSSTILLRETAININPERIODDEPENDINGONEXPERIENCEANDINTRODUCINGEQUIPMENTBECAUSERESEARCHAREAISMORELIMITEDINSTRUCTUREANDMATERIALANDTHERESEARCHOFEOUSTRUETIONPROCEDUREISNOTREGARDEDENOUGHACCORDINGTOTHEOBSERVATIONOFCONSTRUCTIONPROCESSANDTHEROADCONDITIONCHANGINGOFBUILTHIGHWAYSECTIONSOMEOBVIOUSQUESTIONSHAVEBEENDISCOVEREDCOMMONLYINASPHALTPAVEMENTIIL11IGHGRADEHIGHWAYAFTERUSEDFORCERTAINYEARSFSHORTERTHANDESIGNLIFETHROUGHCOMPARINGWITHTHEUSAGECONDITIONOFRUNHIGHTYPEHIGHWAYAUTHORANALYZESTHEPAVEMENTSNUCTILRCCOMPOSINGUSINGCONDITIONWATERDAMAGEANDITSREASONSINDETAILONTHEBASISOFHEREXPERIENCEANDPROBLEMSTREATEDDURINGENGAGINGINTHECONSTRUCTIONANDMANAGEMENTOFASPHALTPAVEMENTINTHEINNERMONGOLIAAUTONOMOUSREGIONFORMANYYEARSCONSULTINGRELATEDLITERATUREANDCOMBININGWITHTHEUSAGEREQUIREMENLTRAFFICMAGNITUDEANDCOMPOSINGFORHIGHTYPEHIGHWAYASWELLASWEATHERNATURALENVIRONMENT，SUPPORTINGCONDITIONFORSUBGRADE，MATERIALSUPPLEMENT，CONSTRUCTIONANDMAINTENANCECAPABILITYFMANCINGENVIRONMENTPROTECTIONANDSOONTHEAUTHORPREVENTSSOMEMEASURESANDPOINTSFORATTENTIONTATIONALLY2／～T／●點I、，L；

簡介：隨著煤礦開采深度的增加，瓦斯涌出量增大，瓦斯災害日趨嚴重同時地應力增加，煤巖破碎量增大，地溫升高，煤自燃災害也越發(fā)凸顯。兩種災害共生的復合型災害已成為煤礦重特大事故的普遍模式。因此，研究采空區(qū)瓦斯與煤自燃復合災害的防治機理及技術(shù)具有十分重要的意義。瓦斯與煤自燃復合災害特點的普遍共識是相互影響、相互制約，但現(xiàn)場實施時，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害的特點以及各種災害的防治方法，研究耦合影響的關(guān)鍵因素，確定防治機理與方法。由于瓦斯和煤自燃災害防治方法的多樣性，相關(guān)研究僅針對某個實例進行分析研究，沒有建立適合瓦斯與煤自燃復合災害的預測、預報以及治理的綜合防治技術(shù)。本文從兩種災害的特性和防治方法著手，認為采空區(qū)瓦斯與煤自燃復合災害的防治焦點在于控制采空區(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)開采條件和瓦斯涌出量預測，合理確定風量、通風形式和推進速度，優(yōu)選抽采方法，高效治理瓦斯煤自燃方面，通過實驗確定煤自燃特性，在防治瓦斯的基礎(chǔ)上從控氧和控時間兩個方面制定防火方法。并由此確立了以預測、預報為主的復合災害防治方法。復合災害預測方面，依據(jù)現(xiàn)場實測建立CFD模型，進行數(shù)值模擬預測研究，從通風、抽采和防火三個方面分別模擬分析了不同風量和通風形式，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)火的最低推進速度，并依此優(yōu)化通風與瓦斯抽采方法，完善防火措施。復合災害預報方面，通過實驗獲取指標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)測的氧濃度分布對數(shù)值模擬模型參數(shù)進行修正?；趶秃蠟暮Ψ乐畏椒?，試驗研究了高瓦斯易自燃煤層惰化防火、高瓦斯強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，驗證了復合災害防治效果，建立了適合瓦斯與煤自燃復合災害的預測、預報和治理的綜合防治技術(shù)。

簡介：分類號TU351071020050387滾害太淫碩士學位論文公路路基地質(zhì)災害評價及防治對策研究齊洪亮導師姓名職稱田偉平教授申請學位級別工學碩士學科專業(yè)名稱防災減災工程及防護工程論文提交日期2008年5月12日論文答辯日期2008年5月31日學位授予單位長安大學答辯委員會主席學位論文評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

簡介：分類號TU35107100721147諼害犬海碩士學位論文路基水毀災害識別技術(shù)及防治措施研究導師姓名職稱申請學位級別韓濤毛雪松副教授工學碩士學科專業(yè)名稱防災減災工程及防護工程論文提交日期2010年5月2L號論文答辯日期2010年5月29號學位授予單位長安大學答辯委員會主席．田偉平教授學位論文評閱人田偉平教授侯全岐高級工程師STUDYONTHEIDENTIFICATIONANDPREVENTIONOFTHEROADBED’SDISASTERSCAUSEDBYWASHOUTADISSERTATIONSUBMITTEDFORTHEDEGREEOFMASTERCANDIDATEHANTA0SUPERVISORPROF．MAOXUESONGCHANG’ANUNIVERSITY,XI’AN，CHINA㈣舛M5伽9舢2㈣7舢1腳丫

簡介：重慶大學碩士學位論文公路隧道地質(zhì)災害預測及其處治措施數(shù)據(jù)庫管理系統(tǒng)開發(fā)姓名余雪禎申請學位級別碩士專業(yè)巖土工程指導教師劉新榮劉先珊20090530重慶大學碩士學位論文之后建立起來的，具有良好的可操作性和實用性。關(guān)鍵詞不良地質(zhì)，隧道災害，預測模型，數(shù)據(jù)庫管理系統(tǒng)II

簡介：中南大學碩士學位論文山區(qū)公路邊坡失穩(wěn)災害的研究與防治姓名廖毅申請學位級別碩士專業(yè)建筑與土木工程指導教師徐志勝鄧尚平20080401ABSTRACTMOSTPARTOFHUNANPROVINCEISMOUNTAINOUSAREASANDTHEREFORETHEREAREMANYMOUNTAINROADSWHICHWILLLOSESTABILITYUNDERTHEEFFECTSOFGROUNDWATERTHUS，CORRECTEVALUATIONOFSLOPESTABILITYISONEOFTHEKEYPOINTSFORDISASTERPREVENTIONTHESLOPESTABILITYUNDERTHEEFFECTSOFGROUNDWATERISANALYZEDINTHEORIES，ANDTHEDISPOSALOFTHEDISASTERISRESEARCHEDINTHISPAPERTHEMAINTASKSAREASFOLLOWS1SUITABLECONDITIONSASWELLASADVANTAGESANDDISADVANTAGESOFANALYSISMETHODSONSLOPESTABILITYAREDISCUSSEDTHEFACTORSTHATINFLUENCETHESLOPESTABILITYAREPRESENTEDALSOTHEKINDSOFSLOPEINSTABILITYANDTHEFORMATIONMECHANISMONMOUNTAINROADSARESUMMARIZEDALLOFTHESEHAVEGUIDINGSIGNIFICANCETOPREVENTIONANDCONTROLOFSLOPEINSTABILITY2ANALYSISSOFTWAREISUSEDTOANALYZESLOPESOFCOHESIONLESSSOILANDCOHESIVESOILBASEDONTHELIMITEQUILIBRIUMTHEORY，ANDTHERESULTSARERESEARCHED3111EANALYSISOFACTUALSLOPESTABILITYISCARDEDOUTBYFINITEELEMENTSIMULATIONCOMBINEDWITHTHELIMITEQUILIBRIUMMETHODANALYSISSOFTWAREISUSEDTOCALCULATETHESAFETYCOEFFICIENTOFSLOPEUNDERTHEEFFECTSOFGROUNDWATERANDTHESTABILITYOFSLOPEISESTIMATED4111EPREVENTIONANDCONTROLMEASURESOFTHESLOPEINSTABILITYARESUMMARIZEDALSOTHEANALYSESOFTHEINSTABLESLOPEONPRACTICALPROJECTARECARDEDOUT，ANDTHETECHNICALPARAMETERSARECONFIRMEDTHEREINFORCEMENTMEASURESAREUSEDTODISPOSETHESLOPEINSTABILITYANDTHEYCALLACHIEVEVERYGOODEFFECTTHEABOVEANALYSISMETHODANDREINFORCEMENTMEASURESWILLMAKEREFERENCETOTHESIMILARPROJECTSKEYWORDSSLOPEINSTABILITYGROUNDWATERLIMITEQUILIBRIUMMETHOD，F(xiàn)INITEELEMENTMETHOD，PREVENTIONANDCONTROLMEASUREⅡ

簡介：同濟大學博士后學位論文基于結(jié)構(gòu)易損性的斜拉橋多災害防治問題研究姓名谷音申請學位級別博士后專業(yè)橋梁與隧道工程指導教師范立礎(chǔ)胡世德20090101ABSTRACTTHESAFE臼YPERFORMANCEANDMULTIHAZARDPROTECTIONOFIMPORTANTBRIDGESHAVELATELYATTMCTEDWIDEATTENTIONTHEVULNERABILITYANALYSISMETHODISNOTONLYUSEFULTOTHEHAZARDRISKANALYSISBUTALSOREASONABLEFORTHESYSTEMPERFORMANCEASSESSMENTTHETRADITIONALDESIGNSALWAYSASSESSABRIDGEBYCOMPARINGSTRENGTH，DEFORMATION，INTERNALFORCEANDDISPLACEMENTUNDEREXTEMALIOADWHICHSHOWSWHETHERTHESTRUCTUREISSAFETYOWINGTOTHESTOCHASTICNATUREOFSTRUCTURALMATERIALANDTHEMULTIHAZARD，THETRADITIONALDESIGN，WHICHNEGLECTSTHEINTEGRALSTRUCTURALPERFORMANCE，ISUNSCIENTIFICTHESTRUCTURALDEFECTS，WHICHMAYCAUSEPROGRESSIVECOLLAPSE，AREEASYTOBENEGLECTEDSPECIALEMPHASISWASLAIDONTHEIMPORTANCEOFTHEWHOLESTRUCTURALSYSTEMBYTHERESEARCHERSINTHEWORLDHOWEVERTHEREISTOADVANCEDPROGRESSABOUTTHISFIELDTHESTRUCTURALVULNERABILITYWHICHCONSIDERSTHEWHOLESTRUCTURALPERFORMANCEANDNOTMERELVTHEELEMENTMEMBERS，PROVIDESANEWORIENTATIONFORSTUDYINGTHEPROBLEMOFSAFETYANDMUITIHAZARDPROTECTIONASPECIALSERIESOFIABSEINCLUDESTHELATESTADVANCESM2006ITISUNECONOMICALTODESIGNTHEBRIDGEAGAINSTTHEEXTREMEDISASTERSTHANNECESSARYTHEOBJECTIVEOFTHISPAPERISTOASSESSTHEPROMISEOFANOVELTOOLFORSTRUCTURALSAFETYDECISIONMAKINGINSEVEREUNFORESEENHAZARDSASTRAIGHTFORWARDMEASUREISPUTFORWARDFORMENSURINGTHEINTENSITYOFUNFORESEENHAZARDSTHENUMBEROFCONNECTEDMEMBERS‘‘REMOVED”行OMASTTLJCTLLREINABRITTLEFASHIONTHETOOLSELECTEDFORASSESSINGTHISSEVEREDEMANDISTHEREDUCTIONINTHELOADCAPACITYOFTHESTRUCTUREUNDERSERVICELOADSTHEIMPORTANCEINDICESOFSTRUCTURALCOMPONENTSOFTHECABLESTAYEDBRIDGEWASGIVEN，WHICHISANALYZEDBASEDONCOMPONENTSTIFFNESSTHEWEAKPARTSINSTRUCTURECANBEEXPLOREDTHEMETHODISCOMPAREDWITHTHESTRUCTUREREDUNDANCYMETHOD，ANALYZEDBYTHENUMERICALMETHODAFRAMEWORKFORINCORPORATINGDEGRADATIONANALYSISINTODECISIONMAKING，SIMILARTOTHATDEVELOPEDINSEISMICPERFORMANCEBASEDDESIGN，ISPROVIDEDDEPENDINGONTHEIMPORTANCEOFTHESTRUCTURE，THESEISMICASSESSMENTOFTHECABLESTAYEDBRIDGEISINTENDEDTOIDENTIFYTHOSEBRIDGESTHATARESEISMICALLYDEFICIENTANDESTABLISHANORDEROFPRIORITIESFORRETROFITKEYWORDSMULTIHAZARDPROTECTION；PROGRESSIVECOLLAPSEVULNERABILITYREDUNDANCY；CABLE‘STAYEDBRIDGE

簡介：Y1020313申請L司濟大學工程碩士學位論文泥石流對橋梁工程的危害及其防治培養(yǎng)單位土木工程學院專業(yè)建筑與土木工程研究生周小彬指導教師徐棟教授副指導教師曾馬蓀教授級高工二OO六年六月ABST隊了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

簡介：分類號TU35X孝夫海碩士學位論文路基邊坡地質(zhì)災害防治技術(shù)信息系統(tǒng)陳洪波導師姓名職稱竇明健教授申請學位級別工學碩士學科專業(yè)名稱防災減兜工程廈防護工程論文提交日期2007年06月01日論文答辯日期2007年06月05日學位授予單位長安大學答辯委員會主席陳忠選教授學位論文評閱人范建華教授級高工毛雪松副教授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

簡介：武漢理1大學碩士學位論文摘要半剛性基層瀝青路面由于具有強度高、造價低、整體性及水穩(wěn)定性好等優(yōu)點，在我國公路建設(shè)中得到了廣泛的運用但半剛性基層在運營期間易產(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作用下，半剛性基層的這種收縮裂縫很容易擴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，國內(nèi)外已開展了大量的研究工作。由于斷裂力學較好的反映了結(jié)構(gòu)內(nèi)部存在的裂縫之類缺陷，因此在路面反射裂縫的分析方面得到了較好的應用。目前采用斷裂力學對反射裂縫的研究主要集中在縫端應力狀態(tài)及縫端應力強度因子的計算上，通過對比不同防裂措施及材料的縫端應力或應力強度因子對防裂效果進行計算比較而對疲勞壽命的計算及疲勞壽命與路面結(jié)構(gòu)參數(shù)的關(guān)系研究較少。本文采用斷裂力學有限元模型，通過疲勞斷裂分析，對溫度荷載作用下疲勞斷裂壽命進行了計算同時對不同面層厚度和模量情況下疲勞斷裂壽命進行了計算比較，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力吸收層以吸收半剛性基層裂縫，目前這種方法是國內(nèi)外工程實踐中用得較多的一項工程措施。如，橡膠A青混凝土夾層和KOCH公司STRATA應力吸收系統(tǒng)。本文在現(xiàn)有研究成果的基礎(chǔ)上對瀝青路面的反射裂縫機理進行研究，同時制備防裂夾層新材料。本文的研究內(nèi)容主要包括以下兩個方面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展規(guī)律以及疲勞壽命的計算方法。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、路面開裂預測和合理選擇路面材料提供理論依據(jù)。2對夾層防裂效果進行計算定量的計算，研究不同夾層模量對防裂效果的武漢理工大學碩士學位論文ABSTRACTTHEASPHALTPAVEMENTBASEDONSEMIRIGIDTYPEBASEHASGOTEXTENSIVEAPPLICATIONINOURCOUNTRYSROADCONSTRUCTIONBECAUSEOFITSADVANTAGESSUCHASHIGHINTENSITYLOWCOSTGOODPERFORMANCEOFGLOBALITYANDWATERSTABILITYBUTSEMIRIGIDTYPEBASECOURSEEASYTOPRODUCECONTRACTCRACKANDLOWTEMPERATURESHRINKCRACKDURINGRUNNINGBYTHEPERIODICALLYCHANGEOFTEMPERATUREANDREPEATEDTRAFFICLOADSANDTHISCRACKISEASYTOEXTENDTOTHESURFACEITSSOCALLEDREFLECTIONCRACKTHEREFLECTIONCRACKNOTONLYAFECTTHEROADAPPEARANCEANDDRIVECOMFORTANDTHEMOSTIMPORTANTTHINGISTHATGREATLYSHORTENSTHESERVICELIFEOFROADSURFACEMANYRESEARCHESHASLAUNCHEDABOUTTHETHEORYOFROADCRACKANDTHEMATERIALANDMETHODOFANTICRACKBOTHATHOMEANDABROADBECAUSETHEFRACTUREMECHANICCANWELLREFLECTTHEEXISTINGCRACKINTHEPAVEMENTSOITHASGOTBETERAPPLICATIONINTHEANALYSISOFREFLECTIONCRACKOFPAVEMENTPRESENTRESEARCHADOPTINGFRACTUREMECHANICMAINLYCONCENTRATEDONTHESTRESSSTATEANDTHESTRESSINTENSITYFACTORONCRACKTIPTHROUGHCOMPAREWITHTRESSORSTRESSINTENSITYFACTORTOEVALUATETHEANTECRACKEFECTBYDIFFERENTANTICRACKMATERIALSORMETHODSLESSSTUDYHASBEENDONEABOUTFATIGUELIFEANDTHERELATIONSHIPABOUTFATIGUELIFEANDROADSTRUCTUREPARAMETERTHISPAPERADOPTINGFRACTUREMECHANICSFINITEELEMENTMODELANDTHETHEORYOFFATIGUEFRACTUREMECHANICSEXPATIATESTHETHEORYANDCOMPUTATIONALMETHODOFREFLECTIONCRACKSFATIGUELIFEUNDERTEMPERATURELOADSATTHESAMETIMECALCULATESANDANALYZESTHEINFLUENCEFACTORSOFREFLECTIONCRACKSFATIGUELIFETOOFFERTHETHEORETICALFOUNDATIONFORANTICRACKMATERIALANDSTRUCTUREMANYMATERIALSHASBEENADOPTEDTOREDUCEREFLECTIONCRACKSUCHASGEOTECHNOLOGICALGRIDSORNETSPRESENTRESEARCHESAREMAINLYCONCENTRATEDONTHEFLEXIBLEINTERLAYERTHECONCRETEMETHODISTOSETUPAINTERLAYEROFLOWELASTICMODULUSANDGOODTOUGHNESSBETWEENPAVEMENTANDSEMIRIGIDBASECOURSEINORDERTOABSORBTHECRACKTIPSTRESSTHEMETHODHASWILDLYUSEDINPROJECTPRACTICEATPRESENTSUCHASRUBBERASPHALTCONCRETEANDSTRATASTRESSABSORBEDSYSTEMEXPLOITEDBYKOCHCOMPANYTHISPAPERRESEARCHONTHEMECHANISMOFTHEREFLECTIONCRACKONTHEBASISOFFORMERSTUDYANDPREPARENEWTYPEOFSTRESSABSORBEDMATERIALTHISPAPERMAINLYINCLUDETWOASPECT1THISPAPERSTUDIESTHEREFLECTIONCRACKSEXPANSIONLAWANDCOMPUTINGMETHODOFFATIGUELIFEWHENTEMPERATURECHANGESTHEINFLUENCEOFPARAMETERANDDIFERENTANTICRACKMATERIALANDMETHODONANALYSISANDTHETHEORETICALFOUNDATIONFORANTICRACKMATERIALFATIGUELIFESTRUCTUREHASBEENANDSTRUCTURECANBE

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

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簡介：分類號TU35107102009121041碩士學位論文秦嶺北坡公路地質(zhì)災害防治對策研究秦嶺北坡公路地質(zhì)災害防治對策研究張紅梅導師姓名職稱田偉平教授申請學位級別碩士學科專業(yè)名稱防災減災工程及防護工程論文提交日期2012年4月25日論文答辯日期2012年6月9日學位授予單位長安大學STUDYOFCURECOUNTERMEASUREFGEOLOGICALDISASTERINTHENTHSLOPEOFQINLINGMOUNTAINSADISSERTATIONSUBMITTEDFTHEDEGREEOFMASTERCIDATEZHANGHONGMEISUPERVISPROFTIANWEIPINGCHANG’ANUNIVERSITY，XI’AN，CHINA