Belgian Screw Pile Technology: Proceedings of the Symposium, May 7 2003, Brussels, Belgium
Editat de J. Maertens, N. Huybrechtsen Limba Engleză Hardback – 2003
Preț: 1562.74 lei
Preț vechi: 2123.73 lei
-26% Nou
Puncte Express: 2344
Preț estimativ în valută:
299.13€ • 321.63$ • 249.37£
299.13€ • 321.63$ • 249.37£
Carte tipărită la comandă
Livrare economică 19 decembrie 24 - 02 ianuarie 25
Preluare comenzi: 021 569.72.76
Specificații
ISBN-13: 9789058095787
ISBN-10: 9058095789
Pagini: 372
Ilustrații: Illustrations
Dimensiuni: 178 x 254 x 22 mm
Greutate: 0.79 kg
Ediția:1
Editura: CRC Press
Colecția CRC Press
ISBN-10: 9058095789
Pagini: 372
Ilustrații: Illustrations
Dimensiuni: 178 x 254 x 22 mm
Greutate: 0.79 kg
Ediția:1
Editura: CRC Press
Colecția CRC Press
Cuprins
Preface, Introductory address, Foreword, Organisation, Acknowledgements, Contributions, Deep foundations and the need for research on screw piles in Belgium, Engineering geology of the Limelette site with emphasis of the Lutetian sands, Soil investigation campaign at Limelette (Belgium) : Results, Pile testing campaign on the Limelette test site & Installation techniques of screw piles, Excavation of the test piles on the Limelette site : Observations and measurements, Results of the static pile load tests at the Limelette test site, International pile capacity prediction event at Limelette, Practical experience with screw piles used for the high-speed railway in Belgium, Experiences with pile foundations of the Federal Public Buildings Agency, Experiences with pile foundations of Tractebel Engineering,The current draft of the application rules of Eurocode 7 in Belgium for the design of pile foundations, Conclusion, Geotechnical Working groups, Board Belgian member society of ISSMGE, Cooperating piling contractors, Author index
Descriere
This volume provides an overview of the results of an extended test campaign performed on soil displacement screw piles at Limelett in Belgium in the period 2000-2002, where test piles have been installed to a very dense sand layer.