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Stresses and displacements for shallow foundations /
This monograph presents the results of the theoretical analyses of stresses and displacements for shallow foundations subjected to various types of loads. In these analyses not only the classical models but more complex models of soils have been used, such as two-layer half-space, homogenous compres...
| Clasificación: | Libro Electrónico |
|---|---|
| Autor principal: | |
| Formato: | Electrónico eBook |
| Idioma: | Inglés |
| Publicado: |
Amsterdam ; New York :
Elsevier,
1992.
|
| Colección: | Developments in geotechnical engineering ;
70. |
| Temas: | |
| Acceso en línea: | Texto completo Texto completo |
MARC
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| 100 | 1 | |a Milovi�c, D. | |
| 245 | 1 | 0 | |a Stresses and displacements for shallow foundations / |c D. Milovi�c. |
| 260 | |a Amsterdam ; |a New York : |b Elsevier, |c 1992. | ||
| 300 | |a 1 online resource (xv, 620 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 70 | |
| 504 | |a Includes bibliographical references 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 This monograph presents the results of the theoretical analyses of stresses and displacements for shallow foundations subjected to various types of loads. In these analyses not only the classical models but more complex models of soils have been used, such as two-layer half-space, homogenous compressible layer of finite thickness, two-layer compressible layer of finite thickness, anisotropic compressible layer. Contact stresses, settlements, vertical stress distribution, bending moments and shear forces have been determined for foundations of any rigidity. Numerous values of the dimensionless coefficients "I" are tabulated, which can be of use in the solution of practical engineering problems | ||
| 588 | 0 | |a Print version record. | |
| 650 | 0 | |a Foundations. | |
| 650 | 0 | |a Soil mechanics. | |
| 650 | 6 | |a Fondations (Construction) |0 (CaQQLa)201-0022905 | |
| 650 | 6 | |a M�ecanique des sols. |0 (CaQQLa)201-0029866 | |
| 650 | 7 | |a foundations (structural elements) |2 aat |0 (CStmoGRI)aat300000919 | |
| 650 | 7 | |a soil mechanics. |2 aat |0 (CStmoGRI)aat300065239 | |
| 650 | 7 | |a TECHNOLOGY & ENGINEERING |x Structural. |2 bisacsh | |
| 650 | 7 | |a Foundations |2 fast |0 (OCoLC)fst00933266 | |
| 650 | 7 | |a Soil mechanics |2 fast |0 (OCoLC)fst01124463 | |
| 650 | 7 | |a Flachgr�undung |2 gnd |0 (DE-588)4203585-5 | |
| 650 | 7 | |a Fundament |2 gnd |0 (DE-588)4137135-5 | |
| 650 | 7 | |a Halbraum |2 gnd |0 (DE-588)4023001-6 | |
| 650 | 7 | |a Fondations (construction) |2 ram | |
| 650 | 7 | |a Sols, M�ecanique des. |2 ram | |
| 653 | 0 | |a Foundations | |
| 655 | 7 | |a Tabelle. |2 swd | |
| 776 | 0 | 8 | |i Print version: |w (DLC) 92010556 |w (OCoLC)25628704 |
| 830 | 0 | |a Developments in geotechnical engineering ; |v 70. | |
| 856 | 4 | 0 | |u https://sciencedirect.uam.elogim.com/science/book/9780444883490 |z Texto completo |
| 856 | 4 | 0 | |u https://sciencedirect.uam.elogim.com/science/bookseries/01651250/70 |z Texto completo |