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Some of the next articles are maybe not open access.

Piecewise-Linear Model for One-Dimensional Consolidation Considering Non-Darcian Flow under Continuous Drainage Boundary

International Journal of Geomechanics, 2021
Abstract Based on the piecewise-linear consolidation model, this paper presents a consolidation model that considers the drainage conditions and non-Darcian flow of clayey soils.
Zhongyu Liu   +2 more
exaly   +2 more sources

Analytical solution for one-dimensional nonlinear consolidation of double-layered soil with improved continuous drainage boundary

open access: yesEuropean Journal of Environmental and Civil Engineering, 2020
Following the assumptions proposed by Davis and Raymond, an analytical solution for one-dimensional nonlinear consolidation of double-layered soil under constant loading is derived by introducing a...
Mengfan Zong   +5 more
openaire   +2 more sources

One-Dimensional Consolidation of Multilayered Soil with Continuous Drainage Boundaries and Under Time-Dependent Loading

open access: yesInternational Journal of Geomechanics, 2022
In the practice of reclamation engineering, surcharge loading is gradually applied to preconsolidate soft clayed soil. The in situ drainage boundaries are usually not perfect and can be in a state between fully impermeable and permeable with time ...
Xing-wei Chen, Wen-bo Chen, Zhong-qi Yue
openaire   +2 more sources

Estimation of Interface Parameter for One-Dimensional Consolidation with Continuous Drainage Boundary Conditions

International Journal of Geomechanics, 2022
Guoxiong Mei   +2 more
exaly   +2 more sources

One-dimensional nonlinear consolidation analysis of soil with continuous drainage boundary

Journal of Central South University, 2022
Yi Tian, Rongzhu Liang, Wenbing Wu
exaly   +2 more sources

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