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KNOVEL_ocn754961763 |
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OCoLC |
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20231027140348.0 |
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110928s2011 dcua obt 000 0 eng d |
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|q (electronic bk.)
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|q (electronic bk.)
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|z 9780309213417
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|z (OCoLC)1026464518
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|z (OCoLC)1047757988
|z (OCoLC)1047760360
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|a 624.152
|2 23
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|a UAMI
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| 100 |
1 |
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|a Rollins, Kyle M.
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| 245 |
1 |
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|a Design guidelines for increasing the lateral resistance of highway-bridge pile foundations by improving weak soils /
|c Kyle Rollins, Dan Brown.
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| 260 |
|
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|a Washington, D.C. :
|b Transportation Research Board,
|c 2011.
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| 300 |
|
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|a 1 online resource (99 pages) :
|b illustrations.
|
| 336 |
|
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|a text
|b txt
|2 rdacontent
|
| 337 |
|
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|a computer
|b c
|2 rdamedia
|
| 338 |
|
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|a online resource
|b cr
|2 rdacarrier
|
| 490 |
1 |
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|a NCHRP report,
|x 0077-5614 ;
|v 697
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| 500 |
|
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|a At head of title: National Cooperative Highway Research Program.
|
| 536 |
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|a Research sponsored by the American Association of State Highway and Transportation Officials in cooperation with the Federal Highway Administration
|f NCHRP project 24-30
|
| 504 |
|
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|a Includes bibliographical references (pages 97-98).
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| 588 |
0 |
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|a Print version record.
|
| 505 |
0 |
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|a Introduction -- Available ground improvement case histories and approaches -- Field load testing -- Finite element modeling of single pile load test -- Finite element modeling of pile group load test -- Parametric studies -- Development of simplified model -- Conclusions.
|
| 506 |
|
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|3 Use copy
|f Restrictions unspecified
|2 star
|5 MiAaHDL
|
| 533 |
|
|
|a Electronic reproduction.
|b [S.l.] :
|c HathiTrust Digital Library,
|d 2011.
|5 MiAaHDL
|
| 538 |
|
|
|a Master and use copy. Digital master created according to Benchmark for Faithful Digital Reproductions of Monographs and Serials, Version 1. Digital Library Federation, December 2002.
|u http://purl.oclc.org/DLF/benchrepro0212
|5 MiAaHDL
|
| 583 |
1 |
|
|a digitized
|c 2011
|h HathiTrust Digital Library
|l committed to preserve
|2 pda
|5 MiAaHDL
|
| 506 |
|
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|a Access restricted to Ryerson students, faculty and staff.
|5 CaOTR
|
| 590 |
|
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|a Knovel
|b ACADEMIC - Transportation Engineering
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| 590 |
|
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|a Knovel
|b ACADEMIC - Civil Engineering & Construction Materials
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| 650 |
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0 |
|a Piling (Civil engineering)
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| 650 |
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0 |
|a Soil stabilization.
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| 650 |
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0 |
|a Lateral loads.
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| 650 |
|
0 |
|a Bridges
|x Foundations and piers.
|
| 650 |
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0 |
|a Earth pressure.
|
| 650 |
|
6 |
|a Sols
|x Stabilisation.
|
| 650 |
|
6 |
|a Force latérale.
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| 650 |
|
6 |
|a Ponts
|x Fondations et piles.
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| 650 |
|
6 |
|a Poussée des terres.
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| 650 |
|
7 |
|a lateral loads.
|2 aat
|
| 650 |
|
7 |
|a piers (foundation components)
|2 aat
|
| 650 |
|
7 |
|a earth pressure.
|2 aat
|
| 650 |
|
7 |
|a Bridges
|x Foundations and piers
|2 fast
|
| 650 |
|
7 |
|a Earth pressure
|2 fast
|
| 650 |
|
7 |
|a Lateral loads
|2 fast
|
| 650 |
|
7 |
|a Piling (Civil engineering)
|2 fast
|
| 650 |
|
7 |
|a Soil stabilization
|2 fast
|
| 650 |
|
7 |
|a Civil & Environmental Engineering.
|2 hilcc
|
| 650 |
|
7 |
|a Engineering & Applied Sciences.
|2 hilcc
|
| 650 |
|
7 |
|a Civil Engineering.
|2 hilcc
|
| 650 |
|
7 |
|a Pile foundations.
|2 trt
|
| 700 |
1 |
|
|a Brown, D. A.
|q (Dan A.)
|
| 710 |
2 |
|
|a National Research Council (U.S.).
|b Transportation Research Board.
|
| 710 |
2 |
|
|a National Cooperative Highway Research Program.
|
| 710 |
2 |
|
|a American Association of State Highway and Transportation Officials.
|
| 710 |
1 |
|
|a United States.
|b Federal Highway Administration.
|
| 776 |
0 |
8 |
|i Print version:
|a Rollins, Kyle M.
|t Design guidelines for increasing the lateral resistance of highway-bridge pile foundations by improving weak soils.
|d Washington, D.C. : Transportation Research Board, 2011
|z 9780309213417
|w (OCoLC)754846922
|
| 830 |
|
0 |
|a Report (National Cooperative Highway Research Program) ;
|v 697.
|
| 856 |
4 |
0 |
|u https://appknovel.uam.elogim.com/kn/resources/kpDGILRHBB/toc
|z Texto completo
|
| 994 |
|
|
|a 92
|b IZTAP
|
