One‐dimensional consolidation of soil under multistage load based on continuous drainage boundary - Tian - 2020 - International Journal for Numerical and Analytical Methods in Geomechanics - Wiley Online Library
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Figure 1 Problem Geometry in PLAXIS 2D: External | PDF | Young's Modulus | Classical Mechanics
A simplified model for one-dimensional consolidation in unsaturated... | Download Scientific Diagram
Plane-strain consolidation theory with distributed drainage boundary | Acta Geotechnica
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GM.1943-5622.0001056/asset/87d51350-76d6-43b5-a530-da56a989566c/assets/images/large/figure1.jpg "Semi-Analytical Solution to One-Dimensional Consolidation for Unsaturated Soils with Exponentially Time-Growing Drainage Boundary Conditions | International Journal of Geomechanics | Vol 18, No 2")
Semi-Analytical Solution to One-Dimensional Consolidation for Unsaturated Soils with Exponentially Time-Growing Drainage Boundary Conditions | International Journal of Geomechanics | Vol 18, No 2
Figure 1 Problem Geometry in PLAXIS 2D: External | PDF | Young's Modulus | Classical Mechanics
Consolidation
A closed-form solution for 2D plane strain consolidation in unsaturated soils considering the lateral semipermeable drainage boundary - ScienceDirect
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Frontiers | Consolidation of Viscoelastic Soil With Vertical Drains for Continuous Drainage Boundary Conditions Incorporating a Fractional Derivative Model
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Consolidation curve for the semi-permeable boundary. | Download Scientific Diagram
Boundary conditions of the axisymmetric unit cell. | Download Scientific Diagram
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