| DC 欄位 |
值 |
語言 |
| DC.contributor | 土木工程學系 | zh_TW |
| DC.creator | 盧俊鼎 | zh_TW |
| DC.creator | Jun-Din Lu | en_US |
| dc.date.accessioned | 2001-7-12T07:39:07Z | |
| dc.date.available | 2001-7-12T07:39:07Z | |
| dc.date.issued | 2001 | |
| dc.identifier.uri | http://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.description | National Central University | en_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.abstract | Permanent 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.subject | resilient modulus | en_US |
| DC.subject | umcertainty | en_US |
| DC.subject | permanent deform | en_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.iso | zh-TW | zh-TW |
| DC.title | Study of resilient modulus test equipments uncertainty and permanent deformation of subgrade | en_US |
| DC.type | 博碩士論文 | zh_TW |
| DC.type | thesis | en_US |
| DC.publisher | National Central University | en_US |