Pages that link to "Item:Q980701"
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The following pages link to Analytical solutions describing the consolidation of a multi-layered soil under circular loading (Q980701):
Displaying 13 items.
- Transfer matrix solutions for three-dimensional consolidation of a multi-layered soil with compressible constituents (Q540851) (← links)
- Transfer matrix solutions to axisymmetric and non-axisymmetric consolidation of multilayered soils (Q968096) (← links)
- A new method for solving Biot's consolidation of a finite soil layer in the cylindrical coordinate system (Q1939187) (← links)
- Semi-analytical solution for the one-dimensional consolidation of multi-layered unsaturated soils with semi-permeable boundary (Q2061442) (← links)
- A simplified analytical solution of mechanical responses of soil subjected to repeated impact loading (Q2217850) (← links)
- Variational approach for settlement analysis of circular plate on multilayered soil (Q2310590) (← links)
- Elastic multi-layered analysis using DE-integration (Q2503991) (← links)
- Analytical theory for one-dimensional consolidation of clayey soils exhibiting rheological characteristics under time-dependent loading (Q2856314) (← links)
- Numerical Laplace-Fourier transform inversion technique for layered-soil consolidation problems: I. Fundamental solutions and validation (Q3718299) (← links)
- The time-deflection behaviour of a rigid under-reamed anchor in a deep clay layer (Q3742911) (← links)
- A method of computing the consolidation behaviour of layered soils using direct numerical inversion of Laplace transforms (Q3753632) (← links)
- Using matrix-based rationalized Haar wavelet method for solving consolidation equation (Q5243679) (← links)
- Analytical solutions for a three-invariant Cam clay model subjected to drained loading histories (Q5435722) (← links)
