Euler Santos Arruda Junior (45 results)
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
Santos Arruda Junior, Euler; Bastos Marques Santos, Caio José
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Pozzolanic Pigments in Amazonia
Fádia Simone Silva Lima|Euler Santos Arruda Junior|Marcio Santos Barata
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Taschenbuch. Condition: 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 d…ie EU: preigu GmbH & Co. KG, Lengericher Landstr. 19, 49078 Osnabrück, mail[at]preigu[dot]de | Anbieter: preigu.
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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
Santos Arruda Junior, Euler, Bastos Marques Santos, Caio Jos
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Pigmentos puzolánicos en la Amazonia
Fádia Simone Silva Lima|Euler Santos Arruda Junior|Marcio Santos Barata
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Pigments pouzzolaniques en Amazonie
Fádia Simone Silva Lima|Euler Santos Arruda Junior|Marcio Santos Barata
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Taschenbuch. Condition: Neu. FONDATIONS PROFONDES DANS LA VILLE DE BELÉM : UNE ÉTUDE DE CAS | FONDATIONS PROFONDES DANS LA VILLE DE BELÉM : UNE ÉTUDE DE CAS SUR LES PROFILS EN ACIER APPLIQUÉS À UN BÂTIMENT DE 28 ÉTAGES | Euler Santos Arruda Junior (u. a.) | Taschenbuch | Französisch | 2022 | Editions Notre Savoir | EAN 978620538…8129 | Verantwortliche Person für die EU: preigu GmbH & Co. KG, Lengericher Landstr. 19, 49078 Osnabrück, mail[at]preigu[dot]de | Anbieter: preigu.
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Taschenbuch. Condition: Neu. FUNDAMENTY GLUBOKOGO ZALOZhENIYa V GORODE BELEN: TEMATIChESKOE ISSLEDOVANIE | FUNDAMENTY GLUBOKOGO ZALOZhENIYa V GORODE BELEN: PRIMER PRIMENENIYa STAL'NYH PROFILEJ DLYa 28-JeTAZhNOGO ZDANIYa | Euler Santos Arruda Junior (u. a.) | Taschenbuch | Russisch | 2022 | Sciencia Scripts | EAN 9786205388150 |…Verantwortliche Person für die EU: preigu GmbH & Co. KG, Lengericher Landstr. 19, 49078 Osnabrück, mail[at]preigu[dot]de | Anbieter: preigu.
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Pigmenti pozzolanici in Amazzonia
Fádia Simone Silva Lima|Euler Santos Arruda Junior|Marcio Santos Barata
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Pigmentos Pozolanicos na Amazônia
Simone Silva Lima, Fádia|Santos Arruda Junior, Euler|Santos Barata, Marcio
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Resíduos amazônicos para produção de cimentos pozolânicos
Maia Lima, Jefferson|Santos Arruda Junior, Euler|Santos Barata, Marcio
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Puzzolanische Pigmente in Amazonien
Fádia Simone Silva Lima|Euler Santos Arruda Junior|Marcio Santos Barata
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Taschenbuch. Condition: Neu. FUNDAÇÕES PROFUNDAS NA CIDADE DE BELÉM: UM ESTUDO DE CASO | FUNDAÇÕES PROFUNDAS NA CIDADE DE BELÉM: UM ESTUDO DE CASO EM PERFIS METÁLICOS APLICADOS EM UM EDIFÍCIO DE 28 PAVIMENTOS | Euler Santos Arruda Junior (u. a.) | Taschenbuch | Portugiesisch | 2022 | Novas Edições Acadêmicas | EAN 9786205503126…| Verantwortliche Person für die EU: preigu GmbH & Co. KG, Lengericher Landstr. 19, 49078 Osnabrück, mail[at]preigu[dot]de | Anbieter: preigu.
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Taschenbuch. Condition: Neu. FONDAZIONI PROFONDE NELLA CITTÀ DI BELÉM: UN CASO DI STUDIO | FONDAZIONI PROFONDE NELLA CITTÀ DI BELÉM: UN CASO DI STUDIO SUI PROFILI IN ACCIAIO APPLICATI A UN EDIFICIO DI 28 PIANI | Euler Santos Arruda Junior (u. a.) | Taschenbuch | Italienisch | 2022 | Edizioni Sapienza | EAN 9786205388136 | Verant…wortliche Person für die EU: preigu GmbH & Co. KG, Lengericher Landstr. 19, 49078 Osnabrück, mail[at]preigu[dot]de | Anbieter: preigu.
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Seller: preigu, Osnabrück, Germanypreigu
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Taschenbuch. Condition: Neu. TIEFGRÜNDUNGEN IN DER STADT BELÉM: EINE FALLSTUDIE | TIEFGRÜNDUNGEN IN DER STADT BELÉM: EINE FALLSTUDIE ÜBER STAHLPROFILE FÜR EIN 28-STÖCKIGES GEBÄUDE | Euler Santos Arruda Junior (u. a.) | Taschenbuch | 112 S. | Deutsch | 2022 | Verlag Unser Wissen | EAN 9786205387917 | Verantwortliche Person für di…e EU: preigu GmbH & Co. KG, Lengericher Landstr. 19, 49078 Osnabrück, mail[at]preigu[dot]de | Anbieter: preigu.
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
Santos Arruda Junior, Euler; Bastos Marques Santos, Caio José
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Seller: Majestic Books, Hounslow, United KingdomMajestic Books
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Seller: BuchWeltWeit Ludwig Meier e.K., Bergisch Gladbach, GermanyBuchWeltWeit Ludwig Meier e.K.
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Taschenbuch. Condition: 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 t…he 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.
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
Santos Arruda Junior, Euler; Bastos Marques Santos, Caio José
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Seller: Biblios, frankfurt am main, HESSE, GermanyBiblios
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Seller: BuchWeltWeit Ludwig Meier e.K., Bergisch Gladbach, GermanyBuchWeltWeit Ludwig Meier e.K.
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Taschenbuch. Condition: Neu. This item is printed on demand - it takes 3-4 days longer - Neuware -V ramkah dinasticheskogo analiza byli proanalizirowany 10 paklej, predwaritel'no otformowannyh iz metallicheskogo materiala, iz kommercheskogo zdaniq s 28 pawil'onami w gorode Belen/PA, wypolnennyh solo, sostoqschih, w osnownom, iz…argily i ila. V kachestwe metodologii issledowaniq ispol'zowalsq analiz geotehnicheskih issledowanij izuchaemoj territorii s pomosch'ü standartnogo testa na proniknowenie; analiz peredachi gruza; metody prognozirowaniq emkosti gruza i rekal'ke w metalicheskih treschinah, a takzhe metody kontrolq. Koncepciq, podgotowka i poluchenie rezul'tatow dinamicheskih ispytanij (izuchenie wolnowogo urawneniq, modeli Smita, metoda CASE i CAPWAP). Na osnowanii poluchennyh rezul'tatow byli proanalizirowany grafiki mobilizowannoj sily w zawisimosti ot peremescheniq. Rezul'taty, poluchennye w hode dinamicheskih ispytanij, srawniwalis' s raschetnoj staticheskoj gruzopod#emnost'ü, poluchennoj s pomosch'ü poluämpiricheskih metodow prognozirowaniq gruzopod#emnosti Aoki-Veloso i Decourt-Quaresma. Znacheniq, poluchennye w hode ispytanij, dostigli udowletworitel'nyh urownej, blizkih k znacheniqm, rasschitannym poluämpiricheskimi metodami, proporcional'no dline ispytannyh swaj. 112 pp. Russisch.
Language: Spanish
Published by Ediciones Nuestro Conocimiento Nov 2022, 2022
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Seller: BuchWeltWeit Ludwig Meier e.K., Bergisch Gladbach, GermanyBuchWeltWeit Ludwig Meier e.K.
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Taschenbuch. Condition: Neu. This item is printed on demand - it takes 3-4 days longer - Neuware -A partir del Ensayo Dinámico, se analizaron 10 placas premoldeadas en perfil metálico de un edificio comercial de 28 pavimentos en la ciudad de Belém/PA, ejecutadas en solitario, constituidas, en su mayoría, por argila arenosa y are…ia siltosa. Este estudio tiene como metodología el análisis de la investigación geotécnica del área estudiada a través del ensayo de Penetración Estándar; el análisis de transferencia de carga; los métodos de previsión de capacidad de carga y recalque en estacas metálicas cravadas, donde se describe el proceso ejecutivo y el método y control. El concepto, la preparación y la obtención de los resultados de las pruebas dinámicas (el estudio de la ecuación de onda, el modelo de Smith, el método CASE y el CAPWAP). A partir de los resultados se analizaron los gráficos de la fuerza movilizada en relación con el desplazamiento. Los resultados obtenidos de las pruebas dinámicas se compararon con la capacidad de carga estática de diseño obtenida por los métodos semiempíricos de predicción de la capacidad de carga Aoki-Veloso y Decourt-Quaresma. Los valores obtenidos en los ensayos, alcanzaron niveles satisfactorios cercanos a los valores calculados por los métodos semiempíricos, proporcionalmente a la longitud de los pilotes ensayados. 108 pp. Spanisch.
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Seller: buchversandmimpf2000, Emtmannsberg, BAYE, Germanybuchversandmimpf2000
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Taschenbuch. Condition: 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 a…nalysis 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.
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Seller: AHA-BUCH GmbH, Einbeck, GermanyAHA-BUCH GmbH
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Taschenbuch. Condition: 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 an…alysis 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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Seller: BuchWeltWeit Ludwig Meier e.K., Bergisch Gladbach, GermanyBuchWeltWeit Ludwig Meier e.K.
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Taschenbuch. Condition: Neu. This item is printed on demand - it takes 3-4 days longer - Neuware -A partir de l'étude Dinâmico, 10 paquets pré-moulés en métal ont été analysés dans un édifice commercial de 28 pavillons dans la ville de Belém/PA, exécutés en solo et constitués en grande partie d'argile arénicole et d'argile silte…use. Tal estudo tem como metodologia a análise da investigação geotécnica da área estudada através do ensaio de Standart Penetration Test ; Análise de transferência de carga ; métodos de previsão de capacidade de carga e recalque em estacas metálicas cravadas, onde foi descrito o processo executivo e método e controle. Le concept, la préparation et l'obtention de résultats d'essais dynamiques (l'étude de l'équation des vagues, le modèle de Smith, la méthode CASE et CAPWAP). Les graphiques de la force mobilisée en fonction du déplacement ont été analysés à partir des résultats. Les résultats obtenus lors des essais dynamiques ont été comparés à la capacité de charge statique de conception obtenue par les méthodes semi-empiriques de prédiction de la capacité de charge Aoki-Veloso et Decourt-Quaresma. Les valeurs obtenues dans les essais, ont atteint des niveaux satisfaisants proches des valeurs calculées par les méthodes semi-empiriques, proportionnellement à la longueur des pieux testés. 108 pp. Französisch.
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Taschenbuch. Condition: Neu. FUNDACIONES PROFUNDAS EN LA CIUDAD DE BELÉM: UN ESTUDIO DE CASO | CIMENTACIONES PROFUNDAS EN LA CIUDAD DE BELÉM: UN ESTUDIO DE CASO EN PERFILES DE ACERO APLICADOS A UN EDIFICIO DE 28 PLANTAS | Euler Santos Arruda Junior (u. a.) | Taschenbuch | Spanisch | 2022 | Ediciones Nuestro Conocimiento | EAN 97…86205388051 | Verantwortliche Person für die EU: preigu GmbH & Co. KG, Lengericher Landstr. 19, 49078 Osnabrück, mail[at]preigu[dot]de | Anbieter: preigu Print on Demand.
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Language: Spanish
Published by Ediciones Nuestro Conocimiento Nov 2022, 2022
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Seller: buchversandmimpf2000, Emtmannsberg, BAYE, Germanybuchversandmimpf2000
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Taschenbuch. Condition: Neu. This item is printed on demand - Print on Demand Titel. Neuware -A partir del Ensayo Dinámico, se analizaron 10 placas premoldeadas en perfil metálico de un edificio comercial de 28 pavimentos en la ciudad de Belém/PA, ejecutadas en solitario, constituidas, en su mayoría, por argila arenosa y areia s…iltosa. Este estudio tiene como metodología el análisis de la investigación geotécnica del área estudiada a través del ensayo de Penetración Estándar; el análisis de transferencia de carga; los métodos de previsión de capacidad de carga y recalque en estacas metálicas cravadas, donde se describe el proceso ejecutivo y el método y control. El concepto, la preparación y la obtención de los resultados de las pruebas dinámicas (el estudio de la ecuación de onda, el modelo de Smith, el método CASE y el CAPWAP). A partir de los resultados se analizaron los gráficos de la fuerza movilizada en relación con el desplazamiento. Los resultados obtenidos de las pruebas dinámicas se compararon con la capacidad de carga estática de diseño obtenida por los métodos semiempíricos de predicción de la capacidad de carga Aoki-Veloso y Decourt-Quaresma. Los valores obtenidos en los ensayos, alcanzaron niveles satisfactorios cercanos a los valores calculados por los métodos semiempíricos, proporcionalmente a la longitud de los pilotes ensayados.VDM Verlag, Dudweiler Landstraße 99, 66123 Saarbrücken 108 pp. Spanisch.
