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 - Softcover
Inhaltsangabe
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.
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Über die Autorin bzw. den Autor
Doktorand in Bautechnologien - PPGAU/UFPA. Master in Gebäudetechnik - PPGAU/UFPA. Bauingenieur der Bundesuniversität von Pará (UFPA). Derzeit arbeitet er im Bauwesen als Planer und Ausführender von Wohn- und Krankenhausbauten in den Bereichen Geotechnik, Hochbau, Elektrik, Hydro-Sanitär und Brandbekämpfung.
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DEEP FOUNDATIONS IN THE CITY OF BEL?M: A CASE STUDY: DEEP FOUNDATIONS IN THE CITY OF BEL?M: A CASE STUDY IN STEEL PROFILES APPLIED TO A 28-STORY BUILDING
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DEEP FOUNDATIONS IN THE CITY OF BELÉM: A CASE STUDY
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Our Knowledge Publishing Nov 2022, 2022
ISBN 10: 6205388049
ISBN 13: 9786205388044
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Taschenbuch. Zustand: 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. Bestandsnummer des Verkäufers 9786205388044
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DEEP FOUNDATIONS IN THE CITY OF BEL?M: A CASE STUDY: DEEP FOUNDATIONS IN THE CITY OF BEL?M: A CASE STUDY IN STEEL PROFILES APPLIED TO A 28-STORY BUILDING
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DEEP FOUNDATIONS IN THE CITY OF BELÉM: A CASE STUDY
Verlag:
Our Knowledge Publishing Nov 2022, 2022
ISBN 10: 6205388049
ISBN 13: 9786205388044
Neu
Taschenbuch
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Taschenbuch. Zustand: 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. Bestandsnummer des Verkäufers 9786205388044
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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
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Taschenbuch. Zustand: 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. Bestandsnummer des Verkäufers 125867801
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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
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Taschenbuch. Zustand: 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. Bestandsnummer des Verkäufers 9786205388044
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