博碩士論文 993202037 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林宏哲zh_TW
DC.creatorLIN HONG ZHEen_US
dc.date.accessioned2013-8-1T07:39:07Z
dc.date.available2013-8-1T07:39:07Z
dc.date.issued2013
dc.identifier.urihttp://ir.lib.ncu.edu.tw:88/thesis/view_etd.asp?URN=993202037
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本文利用PFC3D模擬互層岩體單壓及三軸試驗之力學行為,並觀察岩石內部的裂縫發展過程及破壞模態。此外,本文亦針對PFC3D之微觀參數,進行宏觀岩體力學行為之參數研究。模擬結果顯示,PFC3D模擬互層岩體之力學行為與田永銘等人(1996)實驗相符;於圍壓=0 MPa,強度異向性顯示為「肩膀型」,而圍壓=2.5、5.0及10 MPa時,岩體強度則會隨著傾角增加而增加。最後,本文將互層岩體破壞模態分為三類,分別為(1)滑動破壞、(2)張裂破壞及(3)剪力破壞。 關鍵字:互層岩體、數值模擬、單軸壓縮試驗、三軸壓縮試驗、破壞模態zh_TW
dc.description.abstractThis paper used PFC3D to simulate interlayered rocks mechanical behaviors under uniaxial compressive test and triaxial compressive test, and observed fracture propagations. In addition, this paper also investigated micro-parametric studies for macro-mechanical behaviors. The simulation results show that the anisotropic mechanical behaviors from numerical simulations are compared well with Tien et al. (1996); the strengths anisotropy shows “the shoulder type” at confining pressure (C.P.) = 0 MPa. But at C.P. = 2.5, 5.0, 10 MPa, the strengths of interlayered rocks increase with increasing inclination angle θ. Finally, this paper proposed three failure modes, (1) sliding failure, (2) tensile split failure, and (3) shear failure. Keyword: interlayered rock, numerical simulations, uniaxial compressive strength, triaxial compressive strength, failure modesen_US
DC.subject互層岩體zh_TW
DC.subject數值模擬zh_TW
DC.subject單軸壓縮試驗zh_TW
DC.subject三軸壓縮試驗zh_TW
DC.subject破壞模態zh_TW
DC.subjectinterlayered rocken_US
DC.subjectnumerical simulationsen_US
DC.subjectuniaxial compressive strengthen_US
DC.subjecttriaxial compressive strengthen_US
DC.subjectfailure modesen_US
DC.titlePFC3D探討互層岩體之力學行為zh_TW
dc.language.isozh-TWzh-TW
DC.type博碩士論文zh_TW
DC.typethesisen_US
DC.publisherNational Central Universityen_US

若有論文相關問題,請聯絡國立中央大學圖書館推廣服務組 TEL:(03)422-7151轉57407,或E-mail聯絡  - 隱私權政策聲明