博碩士論文 84342008 完整後設資料紀錄

DC 欄位 語言
DC.contributor土木工程學系zh_TW
DC.creator盧俊鼎zh_TW
DC.creatorJun-Din Luen_US
dc.date.accessioned2001-7-12T07:39:07Z
dc.date.available2001-7-12T07:39:07Z
dc.date.issued2001
dc.identifier.urihttp://ir.lib.ncu.edu.tw:88/thesis/view_etd.asp?URN= 84342008
dc.contributor.department土木工程學系zh_TW
DC.description國立中央大學zh_TW
DC.descriptionNational Central Universityen_US
dc.description.abstract以重覆加載方式對凝聚性土壤進行永久變形試驗,可依應變增加率界定其視搖墜應變產生時的加載次數及永久變形量。而以視搖墜應變量為5%時所建立的路基土壤永久變形破壞應變上限,能評估路基土壤於特定應力水準及含水量組合條件下產生永久變形破壞的可能。同時,建立路基土壤永久變形、回彈應變與視搖墜應變的迴歸模式,可對土壤受反覆載重下的變形及回彈特性提供迅速而有效的預測方式。zh_TW
dc.description.abstractPermanent deformation of cohesive soil with repeated loading acted can be boundary with shakedown deformation and the loading cycle. Set 5% as failure strain upper limit can evaluate the possibility of subgrade soil under specific stress level and water content situation. And also, regression models of resilient and permanent strain shakedown strain was established and provided a effect way to prediction.en_US
DC.subject回彈模數zh_TW
DC.subject不確定度zh_TW
DC.subject永久變形zh_TW
DC.subjectresilient modulusen_US
DC.subjectumcertaintyen_US
DC.subjectpermanent deformen_US
DC.title 路基土壤回彈模數試驗系統量測不確定度與永久變形行為探討zh_TW
dc.language.isozh-TWzh-TW
DC.title Study of resilient modulus test equipments uncertainty and permanent deformation of subgradeen_US
DC.type博碩士論文zh_TW
DC.typethesisen_US
DC.publisherNational Central Universityen_US

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