자료유형 | 학위논문 |
---|---|
서명/저자사항 | Experimental Evaluation of Ductile Iron Pipeline Response to Earthquake-induced Ground Deformation. |
개인저자 | Pariya-Ekkasut, Chalermpat. |
단체저자명 | Cornell University. Civil & Environmental Engr. |
발행사항 | [S.l.]: Cornell University., 2018. |
발행사항 | Ann Arbor: ProQuest Dissertations & Theses, 2018. |
형태사항 | 234 p. |
기본자료 저록 | Dissertation Abstracts International 79-10B(E). Dissertation Abstract International |
ISBN | 9780438026407 |
학위논문주기 | Thesis (Ph.D.)--Cornell University, 2018. |
일반주기 |
Source: Dissertation Abstracts International, Volume: 79-10(E), Section: B.
Adviser: Thomas D. O'Rourke. |
요약 | This thesis addresses the performance of ductile iron (DI) pipelines with restrained axial slip joints subject to earthquake-induced ground deformation. DI pipelines account for 23% of U.S. water distribution systems (US.EPA, 2013), and have bee |
요약 | A series of large-scale experiments was performed on DI pipelines with restrained axial slip joints to characterize tensile strength properties, direct axial compression and tension, moment vs rotation characteristics, soil axial restraint, and |
요약 | The direct compression tests show either leakage or irrecoverable deformation in the form of large rotation at loads equal to or slightly higher than load consistent with the proportional limit stress of DI pipe. The direct tension tests show th |
요약 | Large-scale fault rupture tests provide a comprehensive and detailed understanding of the sequence of joint movements, combined axial pullout and rotation at each joint, and the actual axial forces influenced by longitudinal frictional resistanc |
요약 | The joint axial resistance model proposed in this work is obtained from the expression for face resistance of the leading edge of a jacked pipe proposed by Meskele and Stuedlein (2015) from the work of Weber and Hurtz (1981). The model is used t |
일반주제명 | Civil engineering. |
언어 | 영어 |
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