From the Dynamic Assay, 10 precast piles in metallic profile of a 28-storey commercial building in the city of Belém/PA were analyzed, executed in soil, consisting mostly of sandy clay and silty sand. This study has as methodology the analysis of the geotechnical investigation of the studied area through the Standard Penetration Test; load transfer analysis; methods for predicting load capacity and settlement in driven steel piles, where the executive process and method and control were described. The concept, preparation and obtaining of dynamic test results (the study of the wave equation, Smith model, CASE and CAPWAP method). From the results, the graphs of mobilized force versus displacement were analyzed. The results obtained in the dynamic tests were compared with the design static load capacity obtained by the semi-empirical Aoki-Veloso and Decourt-Quaresma load capacity prediction methods. The values obtained in the tests reached satisfactory levels close to the values calculated by the semi-empirical methods, proportionally to the length of the tested piles.
Les informations fournies dans la section « Synopsis » peuvent faire référence à une autre édition de ce titre.
Vendeur : Books Puddle, New York, NY, Etats-Unis
Etat : New. N° de réf. du vendeur 26395837507
Quantité disponible : 4 disponible(s)
Vendeur : Majestic Books, Hounslow, Royaume-Uni
Etat : New. Print on Demand. N° de réf. du vendeur 401588124
Quantité disponible : 4 disponible(s)
Vendeur : BuchWeltWeit Ludwig Meier e.K., Bergisch Gladbach, Allemagne
Taschenbuch. Etat : Neu. This item is printed on demand - it takes 3-4 days longer - Neuware -From the Dynamic Assay, 10 precast piles in metallic profile of a 28-storey commercial building in the city of Belém/PA were analyzed, executed in soil, consisting mostly of sandy clay and silty sand. This study has as methodology the analysis of the geotechnical investigation of the studied area through the Standard Penetration Test; load transfer analysis; methods for predicting load capacity and settlement in driven steel piles, where the executive process and method and control were described. The concept, preparation and obtaining of dynamic test results (the study of the wave equation, Smith model, CASE and CAPWAP method). From the results, the graphs of mobilized force versus displacement were analyzed. The results obtained in the dynamic tests were compared with the design static load capacity obtained by the semi-empirical Aoki-Veloso and Decourt-Quaresma load capacity prediction methods. The values obtained in the tests reached satisfactory levels close to the values calculated by the semi-empirical methods, proportionally to the length of the tested piles. 104 pp. Englisch. N° de réf. du vendeur 9786205388044
Quantité disponible : 2 disponible(s)
Vendeur : Biblios, Frankfurt am main, HESSE, Allemagne
Etat : New. PRINT ON DEMAND. N° de réf. du vendeur 18395837513
Quantité disponible : 4 disponible(s)
Vendeur : moluna, Greven, Allemagne
Etat : New. N° de réf. du vendeur 764715016
Quantité disponible : Plus de 20 disponibles
Vendeur : buchversandmimpf2000, Emtmannsberg, BAYE, Allemagne
Taschenbuch. Etat : Neu. This item is printed on demand - Print on Demand Titel. Neuware -From the Dynamic Assay, 10 precast piles in metallic profile of a 28-storey commercial building in the city of Belém/PA were analyzed, executed in soil, consisting mostly of sandy clay and silty sand. This study has as methodology the analysis of the geotechnical investigation of the studied area through the Standard Penetration Test; load transfer analysis; methods for predicting load capacity and settlement in driven steel piles, where the executive process and method and control were described. The concept, preparation and obtaining of dynamic test results (the study of the wave equation, Smith model, CASE and CAPWAP method). From the results, the graphs of mobilized force versus displacement were analyzed. The results obtained in the dynamic tests were compared with the design static load capacity obtained by the semi-empirical Aoki-Veloso and Decourt-Quaresma load capacity prediction methods. The values obtained in the tests reached satisfactory levels close to the values calculated by the semi-empirical methods, proportionally to the length of the tested piles.VDM Verlag, Dudweiler Landstraße 99, 66123 Saarbrücken 104 pp. Englisch. N° de réf. du vendeur 9786205388044
Quantité disponible : 1 disponible(s)
Vendeur : preigu, Osnabrück, Allemagne
Taschenbuch. Etat : Neu. DEEP FOUNDATIONS IN THE CITY OF BELÉM: A CASE STUDY | DEEP FOUNDATIONS IN THE CITY OF BELÉM: A CASE STUDY IN STEEL PROFILES APPLIED TO A 28-STORY BUILDING | Euler Santos Arruda Junior (u. a.) | Taschenbuch | Englisch | 2022 | Our Knowledge Publishing | EAN 9786205388044 | Verantwortliche Person für die EU: preigu GmbH & Co. KG, Lengericher Landstr. 19, 49078 Osnabrück, mail[at]preigu[dot]de | Anbieter: preigu. N° de réf. du vendeur 125867801
Quantité disponible : 5 disponible(s)
Vendeur : AHA-BUCH GmbH, Einbeck, Allemagne
Taschenbuch. Etat : Neu. nach der Bestellung gedruckt Neuware - Printed after ordering - From the Dynamic Assay, 10 precast piles in metallic profile of a 28-storey commercial building in the city of Belém/PA were analyzed, executed in soil, consisting mostly of sandy clay and silty sand. This study has as methodology the analysis of the geotechnical investigation of the studied area through the Standard Penetration Test; load transfer analysis; methods for predicting load capacity and settlement in driven steel piles, where the executive process and method and control were described. The concept, preparation and obtaining of dynamic test results (the study of the wave equation, Smith model, CASE and CAPWAP method). From the results, the graphs of mobilized force versus displacement were analyzed. The results obtained in the dynamic tests were compared with the design static load capacity obtained by the semi-empirical Aoki-Veloso and Decourt-Quaresma load capacity prediction methods. The values obtained in the tests reached satisfactory levels close to the values calculated by the semi-empirical methods, proportionally to the length of the tested piles. N° de réf. du vendeur 9786205388044
Quantité disponible : 1 disponible(s)
Vendeur : Mispah books, Redhill, SURRE, Royaume-Uni
paperback. Etat : New. NEW. SHIPS FROM MULTIPLE LOCATIONS. book. N° de réf. du vendeur ERICA82362053880496
Quantité disponible : 1 disponible(s)