| LDR | | 00000nmm u2200205 4500 |
| 001 | | 000000332389 |
| 005 | | 20241202152210 |
| 008 | | 181129s2018 ||| | | | eng d |
| 020 | |
▼a 9780438144576 |
| 035 | |
▼a (MiAaPQ)AAI10785071 |
| 035 | |
▼a (MiAaPQ)umd:18829 |
| 040 | |
▼a MiAaPQ
▼c MiAaPQ
▼d 248032 |
| 049 | 1 |
▼f DP |
| 082 | 0 |
▼a 620 |
| 100 | 1 |
▼a Sutaih, Ghassan Hassan.
▼0 (orcid)0000-0003-1804-0214 |
| 245 | 10 |
▼a Soil-Pile Interaction Under Vertical Dynamic Loading. |
| 260 | |
▼a [S.l.] :
▼b University of Maryland, College Park.,
▼c 2018 |
| 260 | 1 |
▼a Ann Arbor :
▼b ProQuest Dissertations & Theses,
▼c 2018 |
| 300 | |
▼a 273 p. |
| 500 | |
▼a Source: Dissertation Abstracts International, Volume: 79-12(E), Section: B. |
| 500 | |
▼a Adviser: Mohamed S. Aggour. |
| 502 | 1 |
▼a Thesis (Ph.D.)--University of Maryland, College Park, 2018. |
| 520 | |
▼a 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 |
| 520 | |
▼a 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 |
| 590 | |
▼a School code: 0117. |
| 650 | 4 |
▼a Engineering. |
| 650 | 4 |
▼a Geotechnology. |
| 690 | |
▼a 0537 |
| 690 | |
▼a 0428 |
| 710 | 20 |
▼a University of Maryland, College Park.
▼b Civil Engineering. |
| 773 | 0 |
▼t Dissertation Abstracts International
▼g 79-12B(E). |
| 773 | |
▼t Dissertation Abstract International |
| 790 | |
▼a 0117 |
| 791 | |
▼a Ph.D. |
| 792 | |
▼a 2018 |
| 793 | |
▼a English |
| 856 | 40 |
▼u http://www.riss.kr/pdu/ddodLink.do?id=T14997297
▼n KERIS |
| 980 | |
▼a 201812
▼f 2019 |
| 990 | |
▼a 관리자
▼b 관리자 |