Детальная информация

Название: Pile group effect at vertical vibrations // Magazine of Civil Engineering. – 2022. – № 2 (110). — С. 11013
Авторы: Kolesnikov A. O.; Popov V. N.; Kostiuk T. N.
Выходные сведения: 2022
Коллекция: Общая коллекция
Тематика: Строительство; Основания и фундаменты; soils; pile foundations; vertical oscillation; rigidity of pile foundations; pile groups; floating piles; грунты; свайные фундаменты; вертикальные колебания; жесткость свайных фундаментов; свайные группы; плавающие сваи
УДК: 624.1
ББК: 38.58
Тип документа: Статья, доклад
Тип файла: PDF
Язык: Английский
DOI: 10.34910/MCE.110.13
Права доступа: Свободный доступ из сети Интернет (чтение, печать, копирование)
Ключ записи: RU\SPSTU\edoc\68914

Разрешенные действия: Прочитать Загрузить (304 Кб)

Группа: Анонимные пользователи

Сеть: Интернет

Аннотация

Analysis of the applicability of wave model solution to evaluate the variation of the dynamic stiffness in the pile foundation versus the distance between piles at the vertical vibrations; both experimental data from references and our own measurements in field are involved. To justify the reliability of the solutions of the wave models used to determine the dynamic stiffness values of the pile foundations at the vertical vibrations, we use the data obtained experimentally for the determination of natural frequencies in the cap-bound groups. The data obtained for the natural frequencies of 3x3 floating piles with different distances between them are considered. In addition, the data found at the forced vertical vibrations of the cap-bound groups of 2x2 piles under different loads and at different distances between the piles are involved. Processing of available amplitude-frequency curves involves the solution of the inverse problem with the theory of nonlinear vibrations to determine the parameters of the "pile group – soil" system, namely the effective mass, stiffness, and damping. The correlation between the measured and predicted data is evaluated by using the data obtained at the description of the pile groups in soil behavior. It has been found that the relations obtained at the solution of wave models and used to calculate the dynamic stiffness at the vertical vibrations of pile foundations consider the mutual effect of the piles in the group and permit satisfactory accuracy of the results. The maximum discrepancy between the results and experimental data is 15 %.

Права на использование объекта хранения

Место доступа Группа пользователей Действие
Локальная сеть ИБК СПбПУ Все Прочитать Печать Загрузить
-> Интернет Все Прочитать Печать Загрузить

Оглавление

  • Pile group effect at vertical vibrations
    • 1. Introduction
    • 2. Methods
    • 3. Results and Discussion
    • 4. Conclusions
    • 5. Acknowledgements

Статистика использования

stat Количество обращений: 108
За последние 30 дней: 8
Подробная статистика