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The results of this study are helpful for designing a foundation embedded in the seabed due to dynamic horizontal forces.
A transmission tower foundation embedded in frozen soil is subject to both the wind-induced uplift and frost heave forces.
This study examines the effect of inherent variability of undrained shear strength of soil in seismic design of structures supported by piled raft foundation embedded in soft clay.
This study presents a random finite element method (RFEM) for assessing the failure mechanisms and the bearing capacity of a spudcan foundation embedded in spatially varied seabed soils.
The response of an elastic circular wedge on a flexible foundation embedded into a half-space is investigated in the frequency domain for incident pane SH-waves.
A random finite element method is established to investigate the bearing capacity of a spudcan foundation embedded in a spatially varying clayey seabed when subjected to vertical, horizontal and moment loadings.
Similar(53)
But for the foundations embedded in soil, the dynamic loads are influenced by both the inertial and kinematic interactions among superstructure, foundation and soil.
In this study the efficacy of various ground motion intensity measures for the seismic response of pile foundations embedded in liquefiable and non-liquefiable soils is investigated.
This study hence introduced an experimental investigation of groundwater buoyancy force on shallow foundations embedded in saturated clay ground based on the "half interval" search method.
A series of 1 g model tests was conducted to investigate the accumulated vertical pullout displacement and unloading stiffness of bucket foundations embedded in dry and saturated sands.
The effects of embedment depth on the control of structures, under plane-strain conditions, have been studied by substructure approach for buildings supported by rigid foundations embedded into a homogeneous, isotropic and elastic half-space.
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