Full metadata record
DC Field | Value | Language |
---|---|---|
dc.contributor.author | 潘以文 | en_US |
dc.contributor.author | PAN YII-WEN | en_US |
dc.date.accessioned | 2014-12-13T10:40:22Z | - |
dc.date.available | 2014-12-13T10:40:22Z | - |
dc.date.issued | 1994 | en_US |
dc.identifier.govdoc | NSC83-0410-E009-006 | zh_TW |
dc.identifier.uri | http://hdl.handle.net/11536/97426 | - |
dc.identifier.uri | https://www.grb.gov.tw/search/planDetail?id=124013&docId=20747 | en_US |
dc.description.abstract | 深層核廢料貯存地下能源開發,或高山下之 極深隧道等近代岩石工程中,常涉及較深的地 下岩層.地面下之岩層,隨著深度擴大,岩層中之 岩壓與溫度均提高.在溫度與壓力均提高的條 件下,岩石之工程力學性質可能與常溫情況下 有所差異.本計畫擬利用研究單位最近購置之 高溫高壓三軸系統,分三年從事研究高溫與高 壓下之岩石力學性質.擬控制不同之溫度與圍 壓條件,進行一系列之岩石三軸試驗,以探討包 含岩石彈性變形性、包生比、極限強度與應力 -應變曲線等力學性質受溫度與圍壓影響之大 小.除高溫、高壓試驗工作進行與結果整理,最 終擬提出曲伏準則與力學模式以詮釋溫度與壓 力對岩石力學行為之影響. | zh_TW |
dc.description.sponsorship | 行政院國家科學委員會 | zh_TW |
dc.language.iso | zh_TW | en_US |
dc.subject | 高溫 | zh_TW |
dc.subject | 高壓 | zh_TW |
dc.subject | 強度 | zh_TW |
dc.subject | 變形性 | zh_TW |
dc.subject | 應力-應變關係 | zh_TW |
dc.subject | 三軸試驗 | zh_TW |
dc.subject | 岩石 | zh_TW |
dc.subject | High temperature | en_US |
dc.subject | High pressure | en_US |
dc.subject | Strength | en_US |
dc.subject | Deformability | en_US |
dc.subject | Stress-strainrelation | en_US |
dc.subject | Triaxial test | en_US |
dc.subject | Rock | en_US |
dc.title | 高溫高壓下岩石之強度、變形性與應力-應變關係(I) | zh_TW |
dc.title | Strength Deformability and Stress-Strain Relation of Rock at Elevated Temperature and Pressure (I) | en_US |
dc.type | Plan | en_US |
dc.contributor.department | 國立交通大學土木工程研究所 | zh_TW |
Appears in Collections: | Research Plans |