Pages that link to "Item:Q2856232"
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The following pages link to Analysis of laterally loaded piles with rectangular cross sections embedded in layered soil (Q2856232):
Displaying 12 items.
- Research on the horizontal displacement coefficient of soil surrounding pile in layered foundations by considering the soil mass's longitudinal continuity (Q474305) (← links)
- Elastic analysis of axially loaded single pile in multilayered soils (Q540964) (← links)
- Analytical solution for laterally loaded long piles based on Fourier-Laplace integral (Q1634124) (← links)
- Static boundary element analysis of piles submitted to horizontal and vertical loads (Q2269211) (← links)
- A general analytical solution for lateral soil response of non-circular cross-sectional pile segment (Q2310683) (← links)
- BEM analysis of laterally loaded piles in multi-layered transversely isotropic soils (Q2451048) (← links)
- Study on interaction between dissimilar piles in layered soils (Q2855248) (← links)
- Selection ofp-y curves for the design of single laterally loaded piles (Q4490066) (← links)
- Numerical analysis of pile behaviour under lateral loads in layered elastic-plastic soils (Q4805691) (← links)
- Load-Deflection response of transversely isotropic piles under lateral loads (Q4956148) (← links)
- A NEW MODEL FOR THE ANALYSIS OF SETTLEMENT OF DRILLED PIERS (Q5689623) (← links)
- Laterally loaded piles and pile groups partially embedded in transversely isotropic fractional viscoelastic saturated soils (Q6040734) (← links)