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Nayyeri Amiri, Shahin:A COMPREHENSIVE STUDY ON SOIL CONSOLIDATION - The pore pressure development/dissipation during consolidation and effect of variable permeability and compressibility on the consolidation behavior
- edizione con copertina flessibile 2011, ISBN: 9783639355819
[ED: Taschenbuch / Paperback], [PU: VDM Verlag Dr. Müller], This book includes a comprehensive study on soil consolidation. In the first chapter, the pore pressure development and dissipa… Altro …
[ED: Taschenbuch / Paperback], [PU: VDM Verlag Dr. Müller], This book includes a comprehensive study on soil consolidation. In the first chapter, the pore pressure development and dissipation under conditions of one dimensional compression in the oedometer for clay prepared at its liquid limit is investigated. In the second chapter, an experimental program is carried out to investigate the effect of the pressure increment ratio on the shape of compression time curves and secondary compression characteristics. In the third chapter, consolidation of a clay layer delimited between sheets with small permeability is investigated. In the fourth chapter, investigation is undertaken in order to analyze the compression consolidation behavior of trampled clays in a semi- saturated state. In the fifth chapter, the effect of variable permeability and compressibility on the consolidation behavior is investigated. For this purpose, a mathematical treatment of the behavior is presented and laboratory consolidation tests with mid plane pore pressure measurements are conducted on soft, remolded, preconcolidated and undistributed samples of clay., DE, [SC: 0.00], Neuware, gewerbliches Angebot, 124, [GW: 184g], Selbstabholung und Barzahlung, PayPal, Offene Rechnung, Banküberweisung, Internationaler Versand<
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Shahin Nayyeri Amiri:A COMPREHENSIVE STUDY ON SOIL CONSOLIDATION : The pore pressure development/dissipation during consolidation and effect of variable permeability and compressibility on the consolidation behavior
- edizione con copertina flessibile ISBN: 3639355814
[EAN: 9783639355819], Neubuch, [PU: VDM Verlag Dr. Müller], Druck auf Anfrage Neuware - This book includes a comprehensive study on soil consolidation. In the first chapter, the pore pres… Altro …
[EAN: 9783639355819], Neubuch, [PU: VDM Verlag Dr. Müller], Druck auf Anfrage Neuware - This book includes a comprehensive study on soil consolidation. In the first chapter, the pore pressure development and dissipation under conditions of one dimensional compression in the oedometer for clay prepared at its liquid limit is investigated. In the second chapter, an experimental program is carried out to investigate the effect of the pressure increment ratio on the shape of compression time curves and secondary compression characteristics. In the third chapter, consolidation of a clay layer delimited between sheets with small permeability is investigated. In the fourth chapter, investigation is undertaken in order to analyze the compression consolidation behavior of trampled clays in a semi- saturated state. In the fifth chapter, the effect of variable permeability and compressibility on the consolidation behavior is investigated. For this purpose, a mathematical treatment of the behavior is presented and laboratory consolidation tests with mid plane pore pressure measurements are conducted on soft, remolded, preconcolidated and undistributed samples of clay. 124 pp. Englisch, Books<
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(*) Libro esaurito significa che il libro non è attualmente disponibile in una qualsiasi delle piattaforme associate che di ricerca.
Nayyeri Amiri, Shahin:A COMPREHENSIVE STUDY ON SOIL CONSOLIDATION
- edizione con copertina flessibile 2011, ISBN: 9783639355819
[ED: Softcover], [PU: VDM Verlag Dr. Müller], This book includes a comprehensive study on soil consolidation. In the first chapter, the pore pressure development and dissipation under con… Altro …
[ED: Softcover], [PU: VDM Verlag Dr. Müller], This book includes a comprehensive study on soil consolidation. In the first chapter, the pore pressure development and dissipation under conditions of one dimensional compression in the oedometer for clay prepared at its liquid limit is investigated. In the second chapter, an experimental program is carried out to investigate the effect of the pressure increment ratio on the shape of compression time curves and secondary compression characteristics. In the third chapter, consolidation of a clay layer delimited between sheets with small permeability is investigated. In the fourth chapter, investigation is undertaken in order to analyze the compression consolidation behavior of trampled clays in a semi- saturated state. In the fifth chapter, the effect of variable permeability and compressibility on the consolidation behavior is investigated. For this purpose, a mathematical treatment of the behavior is presented and laboratory consolidation tests with mid plane pore pressure measurements are conducted on soft, remolded, preconcolidated and undistributed samples of clay.
2011. 124 S.
Versandfertig in 6-10 Tagen, DE, [SC: 0.00], Neuware, gewerbliches Angebot, Offene Rechnung (Vorkasse vorbehalten)<
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A COMPREHENSIVE STUDY ON SOIL CONSOLIDATION
- nuovo libroISBN: 9783639355819
This book includes a comprehensive study on soil consolidation. In the first chapter, the pore pressure development and dissipation under conditions of one dimensional compression in the … Altro …
This book includes a comprehensive study on soil consolidation. In the first chapter, the pore pressure development and dissipation under conditions of one dimensional compression in the oedometer for clay prepared at its liquid limit is investigated. In the second chapter, an experimental program is carried out to investigate the effect of the pressure increment ratio on the shape of compression time curves and secondary compression characteristics. In the third chapter, consolidation of a clay layer delimited between sheets with small permeability is investigated. In the fourth chapter, investigation is undertaken in order to analyze the compression consolidation behavior of trampled clays in a semi- saturated state. In the fifth chapter, the effect of variable permeability and compressibility on the consolidation behavior is investigated. For this purpose, a mathematical treatment of the behavior is presented and laboratory consolidation tests with mid plane pore pressure measurements are conducted on soft, remolded, preconcolidated and undistributed samples of clay. Bücher, Hörbücher & Kalender / Bücher / Sachbuch / Herstellung & Technik / Bau- & Ingenieurstechnik, [PU: VDM Verlag Dr. Müller, Saarbrücken]<
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(*) Libro esaurito significa che il libro non è attualmente disponibile in una qualsiasi delle piattaforme associate che di ricerca.
Shahin Nayyeri Amiri:A Comprehensive Study on Soil Consolidation
- edizione con copertina flessibile ISBN: 9783639355819
Paperback, [PU: VDM Verlag], This book includes a comprehensive study on soil consolidation. In the first chapter, the pore pressure development and dissipation under conditions of one di… Altro …
Paperback, [PU: VDM Verlag], This book includes a comprehensive study on soil consolidation. In the first chapter, the pore pressure development and dissipation under conditions of one dimensional compression in the oedometer for clay prepared at its liquid limit is investigated. In the second chapter, an experimental program is carried out to investigate the effect of the pressure increment ratio on the shape of compression time curves and secondary compression characteristics. In the third chapter, consolidation of a clay layer delimited between sheets with small permeability is investigated. In the fourth chapter, investigation is undertaken in order to analyze the compression consolidation behavior of trampled clays in a semi- saturated state. In the fifth chapter, the effect of variable permeability and compressibility on the consolidation behavior is investigated. For this purpose, a mathematical treatment of the behavior is presented and laboratory consolidation tests with mid plane pore pressure measurements are conducted on soft, remolded, preconcolidated and undistributed samples of clay., Building Construction & Materials<
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(*) Libro esaurito significa che il libro non è attualmente disponibile in una qualsiasi delle piattaforme associate che di ricerca.