Evaluation Of Pile Failure Mechanism By PIV Method - Using Particle Image Velocimetry to Evaluate Failure Mechanism Of Pile Under Pullout Test In Sand
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Evaluation Of Pile Failure Mechanism By PIV Method - Using Particle Image Velocimetry to Evaluate Failure Mechanism Of Pile Under Pullout Test In Sand
DE PB NWISBN: 9783659394430 bzw. 3659394432, in Deutsch, LAP Lambert Academic Publishing, Taschenbuch, neu.
Lieferung aus: Deutschland, Nemokamas pristatymas.
Evaluation Of Pile Failure Mechanism By PIV Method: Interpretation of the load test results rely on predicting the failure load or limit load by applying mathematical or graphical techniques is important in geotechnical engineering field in order to applying a proper factor of safety to get the pile working load.Hence it is important to determine the ultimate or limit load as accurately as possible. So reliable assessment of soil behaviour in element tests or physical models requires accurate measurement of deformations and strains. This book presents a close photogrammetric technique and Particle Image Velocimetry (PIV) were employed to observe the failure patterns due to uplift force on pre formed concrete piles with a different slenderness ratio. PIV is a velocity-measuring procedure originally developed in the field of experimental fluid mechanics, and is reviewed by Adrian (1991). GeoPIV uses the principles of PIV to gather displacement data from sequences of digital images captured during geotechnical model and element tests. The development and performance of the software are described in detail by White (2002). Englisch, Taschenbuch.
Evaluation Of Pile Failure Mechanism By PIV Method: Interpretation of the load test results rely on predicting the failure load or limit load by applying mathematical or graphical techniques is important in geotechnical engineering field in order to applying a proper factor of safety to get the pile working load.Hence it is important to determine the ultimate or limit load as accurately as possible. So reliable assessment of soil behaviour in element tests or physical models requires accurate measurement of deformations and strains. This book presents a close photogrammetric technique and Particle Image Velocimetry (PIV) were employed to observe the failure patterns due to uplift force on pre formed concrete piles with a different slenderness ratio. PIV is a velocity-measuring procedure originally developed in the field of experimental fluid mechanics, and is reviewed by Adrian (1991). GeoPIV uses the principles of PIV to gather displacement data from sequences of digital images captured during geotechnical model and element tests. The development and performance of the software are described in detail by White (2002). Englisch, Taschenbuch.
2
Evaluation of Pile Failure Mechanism by Piv Method (2002)
EN PB NWISBN: 9783659394430 bzw. 3659394432, in Englisch, LAP Lambert Academic Publishing, Taschenbuch, neu.
Interpretation of the load test results rely on predicting the failure load or limit load by applying mathematical or graphical techniques is important in geotechnical engineering field in order to applying a proper factor of safety to get the pile working load.Hence it is important to determine the ultimate or limit load as accurately as possible. So reliable assessment of soil behaviour in element tests or physical models requires accurate measurement of deformations and strains. This book presents a close photogrammetric technique and Particle Image Velocimetry (PIV) were employed to observe the failure patterns due to uplift force on pre formed concrete piles with a different slenderness ratio. PIV is a velocity-measuring procedure originally developed in the field of experimental fluid mechanics, and is reviewed by Adrian (1991). GeoPIV uses the principles of PIV to gather displacement data from sequences of digital images captured during geotechnical model and element tests. The development and performance of the software are described in detail by White (2002).
3
Evaluation Of Pile Failure Mechanism By PIV Method: Using Particle Image Velocimetry to Evaluate Failure Mechanism Of Pile Under Pullout Test In Sand (2013)
EN PB USISBN: 9783659394430 bzw. 3659394432, in Englisch, 116 Seiten, LAP LAMBERT Academic Publishing, Taschenbuch, gebraucht.
Naujas iš: $54.16 (8 Pasiūlymai)
Taikoma nuo: $68.93 (4 Pasiūlymai)
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Lieferung aus: Vereinigte Staaten von Amerika, Usually ships in 1-2 business days.
Von Händler/Antiquariat, profnath.
Interpretation of the load test results rely on predicting the failure load or limit load by applying mathematical or graphical techniques is important in geotechnical engineering field in order to applying a proper factor of safety to get the pile working load.Hence it is important to determine the ultimate or limit load as accurately as possible. So reliable assessment of soil behaviour in element tests or physical models requires accurate measurement of deformations and strains. This book presents a close photogrammetric technique and Particle Image Velocimetry (PIV) were employed to observe the failure patterns due to uplift force on pre formed concrete piles with a different slenderness ratio. PIV is a velocity-measuring procedure originally developed in the field of experimental fluid mechanics, and is reviewed by Adrian (1991). GeoPIV uses the principles of PIV to gather displacement data from sequences of digital images captured during geotechnical model and element tests. The development and performance of the software are described in detail by White (2002). Paperback, Etiketė: LAP LAMBERT Academic Publishing, LAP LAMBERT Academic Publishing, Produktų grupės: Book, Paskelbta: 2013-05-09, Išleidimo data: 2013-05-09, Studija: LAP LAMBERT Academic Publishing.
Von Händler/Antiquariat, profnath.
Interpretation of the load test results rely on predicting the failure load or limit load by applying mathematical or graphical techniques is important in geotechnical engineering field in order to applying a proper factor of safety to get the pile working load.Hence it is important to determine the ultimate or limit load as accurately as possible. So reliable assessment of soil behaviour in element tests or physical models requires accurate measurement of deformations and strains. This book presents a close photogrammetric technique and Particle Image Velocimetry (PIV) were employed to observe the failure patterns due to uplift force on pre formed concrete piles with a different slenderness ratio. PIV is a velocity-measuring procedure originally developed in the field of experimental fluid mechanics, and is reviewed by Adrian (1991). GeoPIV uses the principles of PIV to gather displacement data from sequences of digital images captured during geotechnical model and element tests. The development and performance of the software are described in detail by White (2002). Paperback, Etiketė: LAP LAMBERT Academic Publishing, LAP LAMBERT Academic Publishing, Produktų grupės: Book, Paskelbta: 2013-05-09, Išleidimo data: 2013-05-09, Studija: LAP LAMBERT Academic Publishing.
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Evaluation Of Pile Failure Mechanism By PIV Method: Using Particle Image Velocim
DE NWISBN: 9783659394430 bzw. 3659394432, in Deutsch, neu.
Lieferung aus: Australien, Pristatymo tipas: Flat, Pristatymas: Australien, Amerikoje, Europoje, Azijos žemyno, Neuseeland, Vietos: 2114 Australia.
Von Händler/Antiquariat, ausreseller - AusReseller.
Fiksuota kaina.
Von Händler/Antiquariat, ausreseller - AusReseller.
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5
NEW Evaluation of Pile Failure Mechanism by Piv Method by Faizi Koohyar Paperbac
EN NWISBN: 9783659394430 bzw. 3659394432, in Englisch, neu.
Lieferung aus: Vereinigte Staaten von Amerika, Pristatymo tipas: Free, Pristatymas: Visame pasaulyje, Vietos: USA, Nemokamas pristatymas.
Von Händler/Antiquariat, grandeagleretail.
Fiksuota kaina.
Von Händler/Antiquariat, grandeagleretail.
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