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Lightly Loaded Piles in Swelling Soils - Field Behaviour, Problem and Solution - Hazzan, Basem
Vergriffenes Buch, derzeit bei uns nicht verfügbar.
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Hazzan, Basem:
Lightly Loaded Piles in Swelling Soils - Field Behaviour, Problem and Solution - Taschenbuch

2010, ISBN: 9783639176513

[ED: Taschenbuch / Paperback], [PU: VDM Verlag Dr. Müller], In the last six decades, only a scant effort has been devoted to the reduction of heave forces acting on the upper part of lightly loaded or unloaded piles in swelling soils. For this purpose, an investigation site was established in Karmiel in Northern Israel. On this site twenty five unloaded piles were executed in a moderately expansive clay soil. Results obtained from pull out tests and from observations over a period of 30 months showed the following findings: Tensile resistance exists in the clay beneath the pile toe during the uplift test, the adhesion between the pile shaft and the surrounding clay is not only a function of the shaft roughness but a function of the pile diameter too, separating the piles from the surrounding clay in the active zone by a telescopic plastic sleeve reduced the vertical heave forces by 85% to 97% . In this way, several damages in buildings could be saved and bypassed. This book, therefore, provides a new casting method for reducing and, in some cases, eliminating vertical heave forces acting on piles in expansive clays., DE, [SC: 0.00], Neuware, gewerbliches Angebot, 440, [GW: 592g], Selbstabholung und Barzahlung, PayPal, offene Rechnung, Banküberweisung, Interntationaler Versand

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Lightly Loaded Piles in Swelling Soils - Hazzan, Basem
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Hazzan, Basem:
Lightly Loaded Piles in Swelling Soils - Taschenbuch

ISBN: 3639176510

ID: 20088948965

[EAN: 9783639176513], Neubuch, Publisher/Verlag: VDM Verlag Dr. Müller | Field Behaviour, Problem and Solution | In the last six decades, only a scant effort has been devoted to the reduction of heave forces acting on the upper part of lightly loaded or unloaded piles in swelling soils. For this purpose, an investigation site was established in Karmiel in Northern Israel. On this site twenty five unloaded piles were executed in a moderately expansive clay soil. Results obtained from pull out tests and from observations over a period of 30 months showed the following findings: Tensile resistance exists in the clay beneath the pile toe during the uplift test, the adhesion between the pile shaft and the surrounding clay is not only a function of the shaft roughness but a function of the pile diameter too, separating the piles from the surrounding clay in the active zone by a telescopic plastic sleeve reduced the vertical heave forces by 85% to 97% . In this way, several damages in buildings could be saved and bypassed. This book, therefore, provides a new casting method for reducing and, in some cases, eliminating vertical heave forces acting on piles in expansive clays. | Format: Paperback | Language/Sprache: english | 592 gr | 440 pp, [PU: VDM Verlag Dr. Müller, Saarbrücken]

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(*) Derzeit vergriffen bedeutet, dass dieser Titel momentan auf keiner der angeschlossenen Plattform verfügbar ist.
Lightly Loaded Piles in Swelling Soils - Hazzan, Basem
Vergriffenes Buch, derzeit bei uns nicht verfügbar.
(*)
Hazzan, Basem:
Lightly Loaded Piles in Swelling Soils - Taschenbuch

2010, ISBN: 9783639176513

[ED: Softcover], [PU: Vdm Verlag Dr. Müller], In the last six decades, only a scant effort has been devoted to the reduction of heave forces acting on the upper part of lightly loaded or unloaded piles in swelling soils. For this purpose, an investigation site was established in Karmiel in Northern Israel. On this site twenty five unloaded piles were executed in a moderately expansive clay soil. Results obtained from pull out tests and from observations over a period of 30 months showed the following findings: Tensile resistance exists in the clay beneath the pile toe during the uplift test, the adhesion between the pile shaft and the surrounding clay is not only a function of the shaft roughness but a function of the pile diameter too, separating the piles from the surrounding clay in the active zone by a telescopic plastic sleeve reduced the vertical heave forces by 85% to 97% . In this way, several damages in buildings could be saved and bypassed. This book, therefore, provides a new casting method for reducing and, in some cases, eliminating vertical heave forces acting on piles in expansive clays.2010. 440 S.Versandfertig in 6-10 Tagen, [SC: 0.00], Neuware, gewerbliches Angebot

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Lightly Loaded Piles in Swelling Soils - Basem Hazzan
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Basem Hazzan:
Lightly Loaded Piles in Swelling Soils - Taschenbuch

ISBN: 9783639176513

Paperback, [PU: VDM Verlag Dr. Müller], In the last six decades, only a scant effort has been devoted to the reduction of heave forces acting on the upper part of lightly loaded or unloaded piles in swelling soils. For this purpose, an investigation site was established in Karmiel in Northern Israel. On this site twenty five unloaded piles were executed in a moderately expansive clay soil. Results obtained from pull out tests and from observations over a period of 30 months showed the following findings: Tensile resistance exists in the clay beneath the pile toe during the uplift test, the adhesion between the pile shaft and the surrounding clay is not only a function of the shaft roughness but a function of the pile diameter too, separating the piles from the surrounding clay in the active zone by a telescopic plastic sleeve reduced the vertical heave forces by 85% to 97% . In this way, several damages in buildings could be saved and bypassed. This book, therefore, provides a new casting method for reducing and, in some cases, eliminating vertical heave forces acting on piles in expansive clays.

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Lightly Loaded Piles in Swelling Soils: Field Behaviour, Problem and Solution - Hazzan, Basem
Vergriffenes Buch, derzeit bei uns nicht verfügbar.
(*)
Hazzan, Basem:
Lightly Loaded Piles in Swelling Soils: Field Behaviour, Problem and Solution - Taschenbuch

2010, ISBN: 3639176510

ID: 13788107555

[EAN: 9783639176513], Neubuch, [PU: VDM Verlag Dr. Müller], This item is printed on demand for shipment within 3 working days.

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Details zum Buch
Lightly Loaded Piles in Swelling Soils
Autor:

Hazzan, Basem

Titel:

Lightly Loaded Piles in Swelling Soils

ISBN-Nummer:

In the last six decades, only a scant effort has been devoted to the reduction of heave forces acting on the upper part of lightly loaded or unloaded piles in swelling soils. For this purpose, an investigation site was established in Karmiel in Northern Israel. On this site twenty five unloaded piles were executed in a moderately expansive clay soil. Results obtained from pull out tests and from observations over a period of 30 months showed the following findings: Tensile resistance exists in the clay beneath the pile toe during the uplift test, the adhesion between the pile shaft and the surrounding clay is not only a function of the shaft roughness but a function of the pile diameter too, separating the piles from the surrounding clay in the active zone by a telescopic plastic sleeve reduced the vertical heave forces by 85% to 97% . In this way, several damages in buildings could be saved and bypassed. This book, therefore, provides a new casting method for reducing and, in some cases, eliminating vertical heave forces acting on piles in expansive clays.

Detailangaben zum Buch - Lightly Loaded Piles in Swelling Soils


EAN (ISBN-13): 9783639176513
ISBN (ISBN-10): 3639176510
Taschenbuch
Erscheinungsjahr: 2010
Herausgeber: VDM Verlag Dr. Müller

Buch in der Datenbank seit 02.02.2011 21:53:28
Buch zuletzt gefunden am 16.06.2017 15:42:56
ISBN/EAN: 9783639176513

ISBN - alternative Schreibweisen:
3-639-17651-0, 978-3-639-17651-3


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