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One-Dimensional Consolidation Modeling Based on the Isotach Law for Normally Consolidated Clays
Soils and Foundations, 2003 ABSTRACT A one-dimensional consolidation model of the isotach-law type is proposed for normally consolidated clays which have neither interparticle bonding nor sensitive structure. At first, the mechanical quantities that can absolutely define a consolidation state without employing any arbitrary reference satate are examined, and it is concluded ...
IMAI, GORO +2 more
exaly +3 more sources
Physics-informed deep learning for one-dimensional consolidation
Journal of Rock Mechanics and Geotechnical Engineering, 2021 Neural networks with physical governing equations as constraints have recently created a new trend in machine learning research. In this context, a review of related research is first presented and discussed.
Yared W. Bekele
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One dimensional normal consolidation line equation
Journal of the Mechanical Behavior of Materials, 2022 Many empirical equations have been proposed in the past to predict the parameters of the one-dimensional normal consolidation line (1D-NCL) for soils. However, applications of these equations are limited to specific range of pressure and plasticity soils.
Al-Badran Yasir M. +2 more
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One-Dimensional Consolidation Properties of Soft Clay under Multi-Stage Loading
Applied Sciences, 2023 The consolidation characteristics of soft clay under multi-stage loading and single-stage loading exhibit significant differences. In order to investigate the consolidation behavior of soft clay under multi-stage loading, one-dimensional oedometer tests ...
Jiangfeng Wang +4 more
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Applied Sciences, 2023 Adopting the non-Darcy flow presented by Hansbo and considering the nonlinear compression and permeability characteristics of soils, the one-dimensional nonlinear consolidation problem of soft clays is investigated by means of a continuous drainage ...
Jin Wu +4 more
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Influence of load increment ratio on one-dimensional consolidation behaviour [PDF]
MATEC Web of Conferences, 2018 In this study, we conducted a stage loading consolidation test with varying load increment ratio and investigated its effect. By adjusting the primary consolidation ratio of one-dimensional consolidation analysis with secondary consolidation taken into ...
Yoshidomi Takahiro +2 more
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Journal of Ocean Engineering and Science, 2021 This paper presents analytical solutions for one-dimensional nonlinear consolidation of saturated multi-layered soil under time-dependent loading.
Pyol Kim +5 more
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Thermal Effect in Nonlinear One-Dimensional Consolidation of Cold Region Soil
Energies, 2022 The thermal effect can significantly influence the consolidation of the soil, especially in the cold region. Previous studies have established to research that the drops in the ambient temperature would slow down the consolidation process, resulting in ...
Zongqin Wang +5 more
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Applied Sciences, 2021 In this paper, the Caputo-Fabrizio fractional derivative is introduced to investigate the one-dimensional consolidation behavior of viscoelastic soils.
Minghua Huang +4 more
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Controlling Conditions of the One-Dimensional Consolidation Test on Peat Soil
Applied Sciences, 2021 This paper studies the changes in the loss on ignition (LOI), total nitrogen content (TN), and strain in a one-dimensional consolidation test on peat soil.
Bo Peng +3 more
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