The geotechnics of real materials : the [epsilon] �g, [epsilon] �k method /
This book provides a simple new approach to the problems of pressure and deformation associated with real materials. It introduces parameters used to provide original solutions to a wide range of problems. These include: pressure on silo walls and retaining walls (flexible and rigid), trench sheetin...
Clasificación: | Libro Electrónico |
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Autor principal: | |
Formato: | Electrónico eBook |
Idioma: | Inglés |
Publicado: |
Amsterdam ; New York : New York, NY :
Elsevier ; Distributors for the United States and Canada, Elsevier Science Pub. Co.,
1985.
|
Colección: | Developments in geotechnical engineering ;
39. |
Temas: | |
Acceso en línea: | Texto completo Texto completo |
MARC
LEADER | 00000cam a2200000 a 4500 | ||
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001 | SCIDIR_ocn560575977 | ||
003 | OCoLC | ||
005 | 20231117032923.0 | ||
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007 | cr bn||||||ada | ||
008 | 100318s1985 ne a ob 001 0 eng d | ||
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020 | |a 0444424709 |q (electronic bk.) | ||
020 | |a 9780444424709 |q (electronic bk.) | ||
020 | |a 9780444598172 |q (electronic bk.) | ||
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020 | |z 0444416625 |q (series) | ||
020 | |z 9780444416629 |q (series) | ||
035 | |a (OCoLC)560575977 |z (OCoLC)648573848 |z (OCoLC)860712038 |z (OCoLC)861537316 | ||
042 | |a dlr | ||
050 | 4 | |a TA410 |b .H35 1985 | |
072 | 7 | |a TEC |x 009020 |2 bisacsh | |
082 | 0 | 4 | |a 624.1/513 |2 19 |
084 | |a BAU 249f |2 stub | ||
100 | 1 | |a Hanrahan, Eamon T. | |
245 | 1 | 4 | |a The geotechnics of real materials : |b the [epsilon] �g, [epsilon] �k method / |c Eamon T. Hanrahan. |
260 | |a Amsterdam ; |a New York : |b Elsevier ; |a New York, NY : |b Distributors for the United States and Canada, Elsevier Science Pub. Co., |c 1985. | ||
300 | |a 1 online resource (xxii, 255 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 39 | |
500 | |a On t.p. "�g" and "�k" are subscript. | ||
504 | |a Includes bibliographical references (pages 232-241) 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 book provides a simple new approach to the problems of pressure and deformation associated with real materials. It introduces parameters used to provide original solutions to a wide range of problems. These include: pressure on silo walls and retaining walls (flexible and rigid), trench sheeting, shafts, pipes and tunnels; and settlements of foundations, roads, and embankments. The parameters are readily measured in standard triaxial apparatus, and are combined to provide a stress-strain-time relationship for the soil for specific drainage and boundary conditions. The first part of the book introduces topics relevant to the second part, i.e. standard geotechnical properties, soil testing, stress problems, earth pressure, flow in permeable media, and classical models such as elasticity and plasticity. In the second part, the parameters are defined and details given on their application to specified boundary conditions, with corrections for variations of stress, dimensions and loading rates. Examples and case histories demonstrate the versatility and validity of the method. No prior knowledge of geotechnics is assumed. The book will be suitable for students at any level in geotechnics and engineering geology. The emphasis on measured instead of idealised behaviour will appeal to practising engineers who will find in this book simple solutions to some of the most intractable problems in geotechnics. | ||
588 | 0 | |a Print version record. | |
650 | 0 | |a Soil mechanics. | |
650 | 0 | |a Engineering geology. | |
650 | 6 | |a M�ecanique des sols. |0 (CaQQLa)201-0029866 | |
650 | 6 | |a G�eologie appliqu�ee. |0 (CaQQLa)201-0009520 | |
650 | 7 | |a soil mechanics. |2 aat |0 (CStmoGRI)aat300065239 | |
650 | 7 | |a TECHNOLOGY & ENGINEERING |x Civil |x General. |2 bisacsh | |
650 | 7 | |a Engineering geology |2 fast |0 (OCoLC)fst00910529 | |
650 | 7 | |a Soil mechanics |2 fast |0 (OCoLC)fst01124463 | |
653 | |a Soils |a Geotechnical properties - For civil engineering | ||
776 | 0 | 8 | |i Print version: |a Hanrahan, Eamon T. |t Geotechnics of real materials. |d Amsterdam ; New York : Elsevier ; New York, NY : Distributors for the United States and Canada, Elsevier Science Pub. Co., 1985 |w (DLC) 85004389 |w (OCoLC)11865678 |
830 | 0 | |a Developments in geotechnical engineering ; |v 39. | |
856 | 4 | 0 | |u https://sciencedirect.uam.elogim.com/science/book/9780444424709 |z Texto completo |
856 | 4 | 0 | |u https://sciencedirect.uam.elogim.com/science/bookseries/01651250/39 |z Texto completo |