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A procedure to analyze a one dimensional compression test [PDF]
E3S Web of ConferencesThe subsoil of Mexico City (SMC) is highly compressible when loads are applied. This feature is associated with many uncertainties and complex issues during foundation design processes.
Díaz-Rodríguez Jorge Abraham
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Deep Learning for One-dimensional Consolidation
CoRR, 2020 Neural networks with physical governing equations as constraints have recently created a new trend in machine learning research. In line with such efforts, a deep learning model for one-dimensional consolidation where the governing equation is applied as a constraint in the neural network is presented here.
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Exact integral solutions for one-dimensional thermal consolidation of semi-infinite saturated soils
Yantu gongcheng xuebao, 2021 Based on the thermo-hydro-mechanical coupled theory for saturated porous media proposed by Coussy, two coupled governing equations for thermal consolidation of saturated soils are presented, taking thermo-osmosis and thermo- filtration into account.
NIU Jia-jun 1, 2, WANG Xiu-kai 1, 2, LING Dao-sheng 1, 2 , GONG Shi-lin 1, 2, SHI Ji-sen 1, 2
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Journal of Engineering, 2008 Soil in general is not a linear material, in which the relation between stress and strain is more complicated than the simple, linearly elastic relation.
N. B. YOUSIF, S. D. ABDUL-HAMEED
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Research of One-Dimensional Consolidation of Clays Considering Their Rehological Properties
ARCHive-SR, 2019 The paper concerns the influence of time and strain-rate effects on the clays in one-dimensional consolidation under constant effective stress. An improved creep constitutive model is deduced, by analyzing the stress-strain theory developed by yin and ...
Chen Zhuo +5 more
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One-Dimensional Consolidation of Multi-Layered Unsaturated Soil with Impeded Drainage Boundaries
Applied Sciences, 2020 In geotechnical engineering, the consolidation of unsaturated soil is a common issue of great interest. Considering the multi-layered property and impeded drainage boundary condition of the soil stratum in real engineering, this study aimed to develop a ...
Suhua Zhou +3 more
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Permeability Characteristics of Compacted and Stabilized Clay with Cement, Peat Ash and Silica Sand [PDF]
Civil Engineering Infrastructures Journal, 2016 The present paper investigates the influence of stabilization with cement, peat ash, and silica sand on permeability coefficient (kv) of compacted clay, using a novel approach to stabilize the clay with peat ash as a supplementary material of cement in ...
Seyed Esmaeil Mousavi, Leong Sing Wong
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Applied Sciences, 2021 The paper presents classical and non-classical rheological schemes used to formulate constitutive models of the one-dimensional consolidation problem. The authors paid special attention to the secondary consolidation effects in organic soils as well as ...
Kazimierz Józefiak +3 more
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Yantu gongcheng xuebao, 2018 Decrease in the water content of soft soil under consolidation will lead to a change from liquid state to plastic state. An experimental study is conducted to investigate the effects of change in the physical state on the compressibility and permeability
LEI Guo-hui 1,2, YANG Yuan-shang 1,2,3, CHIU Chung-fai 1,2
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Geofluids, 2021 To study the influence of consolidation stress ratio and stress history on 1-D consolidation permeability of saturated clay, one-dimensional consolidation permeability tests were carried out with GDS triaxial device.
Le Zhang +3 more
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