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Exact(6)
In this model, the pile and soil were modeled using eight-nodded solid continuum elements.
In this model, the pile was modeled according to the exact dimensions of a HP 16 × 101.
Recently, large deformation frictional contact has been used to model the pile installation and cone penetration processes.
In this model, the pile and sand were modeled using eight-nodded solid continuum elements (C3D8R) to account for the continuum nature of the soil in Abaqus/Cae.
In the numerical model, the pile was treated as a linear elastic material and the soil was idealized using the Drucker Prager constitutive model with a non-associated flow rule.
A relatively fine mesh was adopted for the pile and a coarser mesh was adopted for the clayey soil as shown in Fig. 4. In this model, the pile and clay were modeled using eight-nodded solid continuum elements (C3D8R) to account for the continuum nature of the soil in Abaqus/Cae.
Similar(54)
In the numerical model, the piles were treated as a linear elastic material and the soil was idealized using the Mohr-Coulomb constitutive model with a non-associated flow rule.
The analysis is performed by modeling the pile like an Euler Bernoulli beam embedded in a layered Winkler-type medium.
Numerical results obtained by the proposed model for the pile are consistent with existing numerical and experimental results, validating the proposed model.
The use of an analytical model for the pile group results in an overestimation of the dynamic soil stiffness.
By using the WDBEM model for the pile row, the transfer matrices for the beams and piers, the joint conditions at the beam beam pier (BBP) junction as well as the periodicity condition for the viaduct, the wavenumber domain response of the periodic viaduct to spatially harmonic waves is determined.
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