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Soil-Pile Interaction Under Vertical Dynamic Loading
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| 자료유형 | 학위논문 |
|---|---|
| 서명/저자사항 | Soil-Pile Interaction Under Vertical Dynamic Loading. |
| 개인저자 | Sutaih, Ghassan Hassan. |
| 단체저자명 | University of Maryland, College Park. Civil Engineering. |
| 발행사항 | [S.l.]: University of Maryland, College Park., 2018. |
| 발행사항 | Ann Arbor: ProQuest Dissertations & Theses, 2018. |
| 형태사항 | 273 p. |
| 기본자료 저록 | Dissertation Abstracts International 79-12B(E). Dissertation Abstract International |
| ISBN | 9780438144576 |
| 학위논문주기 | Thesis (Ph.D.)--University of Maryland, College Park, 2018. |
| 일반주기 |
Source: Dissertation Abstracts International, Volume: 79-12(E), Section: B.
Adviser: Mohamed S. Aggour. |
| 요약 | Improper foundation designs for machine vibrations can result in machine failure, severe discomfort to workers around the machine or excessive settlement. The goal of foundation design for machine vibrations is to minimize vibration amplitude. I |
| 요약 | A parametric study is performed to obtain the value of the stiffness and the damping of a single pile for different soil properties and for both homogeneous and inhomogeneous soils. Floating and end-bearing piles were also studied. Pile group re |
| 일반주제명 | Engineering. Geotechnology. |
| 언어 | 영어 |
| 바로가기 | 
: 이 자료의 원문은 한국교육학술정보원에서 제공합니다. |
