Yazar
Seylabi, E. E., Kurtuluş, Aslı, Stokoe II, K. H., Taciroglu, E.
Basım Tarihi
2017-09
Basım Yeri
-
Springer International Publishing
Konu
Axisymmetric wave propagation, Soil–pile interaction, Pile impedance function, Radiation damping, Material damping, Shear wave velocity, Perfectly matched layers
Tür
Süreli Yayın
Dil
İngilizce
Dijital
Evet
Yazma
Hayır
Kütüphane
Özyeğin Üniversitesi
Demirbaş Numarası
1570-761X
Kayıt Numarası
6dad60da-71e9-4478-ad9c-187dae4e17c1
Lokasyon
Civil Engineering
Tarih
2017-09
Notlar
Due to copyright restrictions, the access to the full text of this article is only available via subscription.
Örnek Metin
Data recorded during a field test involving an instrumented drilled shaft under vertical excitations are examined in order to (1) extract the soil–pile system’s dynamic impedance, and (2) to evaluate the small-strain shear stiffness and material damping properties of the surrounding soil. Numerical simulations of steady-state vibration tests with an axisymmetric finite element model are used for back-calculating the in-situ small-strain dynamic soil properties (i.e., shear stiffness and material damping ratio). Also, a numerically computed impedance function is compared with known analytical solutions and that obtained through direct processing of the field test data. These analyses revealed that the discrete numerical model can successfully reproduce the measured responses of the shaft-soil system, and yield its frequency-dependent impedance function as well as equivalent small-strain dynamic soil properties. The validated numerical model presented here offers a detailed view of the vertical dynamic responses of drilled shafts within the small-strain range, and can be used for design and analysis of future field tests.
DOI
10.1007/s10518-017-0099-5
Cilt
15
