粗粒石鋪設(shè)特征對(duì)滲+透特性影響的試驗(yàn)分析

粗粒石鋪設(shè)特征對(duì)滲+透特性影響的試驗(yàn)分析

ID:39118194

大?。?.80 MB

頁(yè)數(shù):77頁(yè)

時(shí)間:2019-06-25

粗粒石鋪設(shè)特征對(duì)滲+透特性影響的試驗(yàn)分析_第1頁(yè)
粗粒石鋪設(shè)特征對(duì)滲+透特性影響的試驗(yàn)分析_第2頁(yè)
粗粒石鋪設(shè)特征對(duì)滲+透特性影響的試驗(yàn)分析_第3頁(yè)
粗粒石鋪設(shè)特征對(duì)滲+透特性影響的試驗(yàn)分析_第4頁(yè)
粗粒石鋪設(shè)特征對(duì)滲+透特性影響的試驗(yàn)分析_第5頁(yè)
資源描述:

《粗粒石鋪設(shè)特征對(duì)滲+透特性影響的試驗(yàn)分析》由會(huì)員上傳分享,免費(fèi)在線閱讀,更多相關(guān)內(nèi)容在學(xué)術(shù)論文-天天文庫(kù)

1、萬(wàn)方數(shù)據(jù)太原理工大學(xué)碩士研究生學(xué)位論文有重要的參考價(jià)值,同時(shí)對(duì)工程實(shí)際中關(guān)于粗粒石的應(yīng)用提供了理論依據(jù)。關(guān)鍵詞:粗粒石,鋪設(shè)特征,非線性滲透特性,回歸分析,量綱分析111萬(wàn)方數(shù)據(jù)太原理工大學(xué)碩士研究生學(xué)位論文IV萬(wàn)方數(shù)據(jù)太原理工大學(xué)碩士研究生學(xué)位論文EXPEIUⅣ匝NTALSTUDYONEFFECT0FPENETRATINGCHARACTER_ISTICST0LA:ⅥNGCHARACTEIUSTICS0FT髓COARSEST0入吧ABSTRACTBroadlyspeaking,coarsestoneisanon—stickycoarsegrainedsoil,duet

2、oitsengineeringcharacteristics,suchashigherstrength,largerporosity,strongerpermeability,liulesubsidencedeformationandthehigherloadcapacity,notonlyundertakethemaincomponentsofrockfillmaterials,butalsoarewidelyusedinmanyprojects,forexample,therailandroadembankment,dam,andthefilterlayerofi

3、nfiltrationgalleries,hasalreadybecameanindispensablematerialinwaterconservationprojectandcivilengineering.Intheconstruction,Layingcoarsestoneareusuallytoimprovethestrengthofthefoundation,tosupporttheuppermember,andtodischarggroundwater,therebyreducingtheharmofgroundwatertotheupperstruct

4、ure.Therefore,studyingthepermeabilityisakeyengineeringissue,andthemainstudiesfocusedonwaterpermeability,ratherthantheimpermeability.Itwillbenecessarytosolvetheproblemwhichmakescoarsestonemeetdesignpenetration.Therefore,weshoulddepthstudythatcoarsestonelayinghaveinfluenceonthepermeabilit

5、ycharacteristics.Coarsestoneisgranularmixtures,whichmechanicalcomposedofvaryingsizesanddiverseproperties,duetoitsdifferentparticlesizes,compositiondispersion.iformitycoe—cientandothersplexuncertaintiesdispersiongreaterumtormltycoenlclentanOotlaerscomplexuncertalnnes,,leadingtonotdouanti

6、tativeresearchsaboutthevariousfactorsthataffectindividualcoarserockpermeability.Inordertodeeplygraspthepenetrationcharacteristicsofcoarsestone,aiminginmoreengineeringapplications5mm,20mm,60mmcoarsestoneasresearchsubjects,throughmodeltestandtheoreticalanalysis,focusingonthecoarseparticle

7、size,layingthickness,V萬(wàn)方數(shù)據(jù)太原理工大學(xué)碩士研究生學(xué)位論文compactionperformance,densityandpressureheadandSOon,weconductedaseriesofstudies,thefollowingconclusionshavebeenobtained:1.Throughpenetrationmodeltheory,basedonequationofcontinuityofwaterinfiltrationandprinciplesofgeometry,initiallydeduce

當(dāng)前文檔最多預(yù)覽五頁(yè),下載文檔查看全文

此文檔下載收益歸作者所有

當(dāng)前文檔最多預(yù)覽五頁(yè),下載文檔查看全文
溫馨提示:
1. 部分包含數(shù)學(xué)公式或PPT動(dòng)畫(huà)的文件,查看預(yù)覽時(shí)可能會(huì)顯示錯(cuò)亂或異常,文件下載后無(wú)此問(wèn)題,請(qǐng)放心下載。
2. 本文檔由用戶上傳,版權(quán)歸屬用戶,天天文庫(kù)負(fù)責(zé)整理代發(fā)布。如果您對(duì)本文檔版權(quán)有爭(zhēng)議請(qǐng)及時(shí)聯(lián)系客服。
3. 下載前請(qǐng)仔細(xì)閱讀文檔內(nèi)容,確認(rèn)文檔內(nèi)容符合您的需求后進(jìn)行下載,若出現(xiàn)內(nèi)容與標(biāo)題不符可向本站投訴處理。
4. 下載文檔時(shí)可能由于網(wǎng)絡(luò)波動(dòng)等原因無(wú)法下載或下載錯(cuò)誤,付費(fèi)完成后未能成功下載的用戶請(qǐng)聯(lián)系客服處理。