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ICP design methods for driven piles in sands and clays /
Aiming to broaden the recommendations, this work provides procedures that can be applied by geotechnical engineers supported by worked examples for sands and clays. It offers guidance on application to a range of pile types, geotechnical profiles and loading conditions, and discusses the methods...
| Clasificación: | Libro Electrónico |
|---|---|
| Otros Autores: | |
| Formato: | Electrónico eBook |
| Idioma: | Inglés |
| Publicado: |
London :
Thomas Telford,
2005.
|
| Temas: | |
| Acceso en línea: | Texto completo |
MARC
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| 070 | |a TA780 |b .I36 2005 | ||
| 082 | 0 | 4 | |a 624.154 |2 22 |
| 049 | |a UAMI | ||
| 245 | 0 | 0 | |a ICP design methods for driven piles in sands and clays / |c Richard Jardine [and others]. |
| 260 | |a London : |b Thomas Telford, |c 2005. | ||
| 300 | |a 1 online resource (105 pages) : |b illustrations | ||
| 336 | |a text |b txt |2 rdacontent | ||
| 337 | |a computer |b c |2 rdamedia | ||
| 338 | |a online resource |b cr |2 rdacarrier | ||
| 504 | |a Includes bibliographical references. | ||
| 506 | |3 Use copy |f Restrictions unspecified |2 star |5 MiAaHDL | ||
| 533 | |a Electronic reproduction. |b [Place of publication not identified] : |c HathiTrust Digital Library, |d 2010. |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 2010 |h HathiTrust Digital Library |l committed to preserve |2 pda |5 MiAaHDL | |
| 588 | 0 | |a Print version record. | |
| 520 | 8 | |a Aiming to broaden the recommendations, this work provides procedures that can be applied by geotechnical engineers supported by worked examples for sands and clays. It offers guidance on application to a range of pile types, geotechnical profiles and loading conditions, and discusses the methods' theoretical and practical advantages. | |
| 505 | 0 | |a Design methods for piles in silica sand -- Design methods for piles in clay -- Reliability of the design methods -- Time effects in sand and clay -- Group effects in sand and clay -- Experience with other soil profiles -- Cyclic loading and seismic action -- Conclusions. | |
| 590 | |a Knovel |b ACADEMIC - Civil Engineering & Construction Materials | ||
| 590 | |a Knovel |b ACADEMIC - Earth Sciences | ||
| 650 | 0 | |a Piling (Civil engineering) |x Design and construction. | |
| 650 | 7 | |a Piling (Civil engineering) |x Design and construction |2 fast | |
| 700 | 1 | |a Jardine, Richard, |d 1953- | |
| 776 | 0 | 8 | |i Print version: |t ICP design methods for driven piles in sands and clays. |d London : Thomas Telford, 2005 |w (OCoLC)58998388 |
| 856 | 4 | 0 | |u https://appknovel.uam.elogim.com/kn/resources/kpICPDMDP1/toc |z Texto completo |
| 938 | |a ebrary |b EBRY |n ebr10868784 | ||
| 994 | |a 92 |b IZTAP | ||