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Creep of soils and related phenomena /
In this volume, soil creep is analysed within the framework of other soil-rheological phenomena, such as stress relaxation and long-term resistance, to present an in-depth discussion of the effect of time on soil behaviour. As time is the only state parameter which cannot be entirely modelled in the...
| Clasificación: | Libro Electrónico |
|---|---|
| Autor principal: | |
| Formato: | Electrónico eBook |
| Idioma: | Inglés Checo |
| Publicado: |
Amsterdam ; New York :
Elsevier,
1992.
|
| Colección: | Developments in geotechnical engineering ;
68. |
| Temas: | |
| Acceso en línea: | Texto completo Texto completo |
MARC
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| 100 | 1 | |a Feda, Jaroslav. | |
| 240 | 1 | 0 | |a Plou�zivost zemin. |l English |
| 245 | 1 | 0 | |a Creep of soils and related phenomena / |c by Jaroslav Feda. |
| 260 | |a Amsterdam ; |a New York : |b Elsevier, |c 1992. | ||
| 300 | |a 1 online resource (422 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 | ||
| 490 | 1 | |a Developments in geotechnical engineering ; |v 68 | |
| 504 | |a Includes bibliographical references (pages 397-411) and index. | ||
| 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 | |
| 520 | |a In this volume, soil creep is analysed within the framework of other soil-rheological phenomena, such as stress relaxation and long-term resistance, to present an in-depth discussion of the effect of time on soil behaviour. As time is the only state parameter which cannot be entirely modelled in the laboratory, the presented extrapolation is based upon a combination of appropriate theoretical analysis, and the principles of the physical behaviour of soils affected by state parameters such as porosity, water content, stress, strain, time and temperature. Principal macro- and microrheological theories are analysed, and a comprehensive picture of the soil structure and of the effect of state parameters is presented, documented by the author's experiments and illustrated by many examples. The theory of hereditary creep was selected as the best theory serving the author's purpose to propose simple constitutive relations governing creep of soils. The proposed constitutive relations have been implemented into FEM programs and the effect of the time factor has been demonstrated by the solution of such boundary value problems as a dams and underground tunnels. This volume should be of interest to civil engineers, scientists, research and postgraduate students, and advanced undergraduates. | ||
| 588 | 0 | |a Print version record. | |
| 650 | 0 | |a Soils |x Creep. | |
| 650 | 6 | |a Sols |x Reptation. |0 (CaQQLa)201-0051986 | |
| 650 | 7 | |a Soils |x Creep |2 fast |0 (OCoLC)fst01124716 | |
| 650 | 7 | |a Bodendynamik |2 gnd |0 (DE-588)4007363-4 | |
| 650 | 7 | |a Solifluktion |2 gnd |0 (DE-588)4181753-9 | |
| 776 | 0 | 8 | |i Print version: |w (DLC) 91008529 |w (OCoLC)23211359 |
| 830 | 0 | |a Developments in geotechnical engineering ; |v 68. | |
| 856 | 4 | 0 | |u https://sciencedirect.uam.elogim.com/science/book/9780444988225 |z Texto completo |
| 856 | 4 | 0 | |u https://sciencedirect.uam.elogim.com/science/bookseries/01651250/68 |z Texto completo |