Avoidance of tracheal intubation using awake prone positioning in a case of severe respiratory failure from lung adenocarcinoma. [PDF]
Jiang R, Zhou H, Zhou Z.
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Evaluation of the Predictive Value of Lung Ultrasound Scoring Systems in Assessing Bronchopulmonary Dysplasia Severity Among Preterm Infants: Correlation Analysis with Therapeutic Strategies and Clinical Management Protocols. [PDF]
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Consolidation process of uncemented backfill slurry in a mine stope considering hydro-geotechnical properties of rockmass in adjacent stopes. [PDF]
Liu G, Ma Q, Yang X, Guo L, Li L.
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Geometrically and physically nonlinear coupled consolidation problem
PAMM, 2021AbstractConsolidation is the process of soil compaction under load as water is squeezed out of a porous medium [1]. A physically and geometrically nonlinear formulation of the consolidation problem is developed. The developed nonlinear consolidation model is applied to simulate hyperelastic deformation of a biological material saturated with blood or ...
Nina Artamonova, Sergey Sheshenin
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Nonlinear coupled consolidation problem with large strains
PAMM, 2021AbstractThe consolidation problems involve the study of soil compaction under load with the possibility of liquid outflow [1]. A completely physically and geometrically nonlinear formulation of the consolidation problem is given using the Lagrange approach with adaptation for the solid phase and the Euler approach for the fluid under the assumption of ...
Nina Artamonova, Sergey Sheshenin
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The divide–expand–consolidate coupled cluster scheme
WIREs Computational Molecular Science, 2017The Divide‐Expand‐Consolidate (DEC) scheme is a linear‐scaling and massively parallel framework for high accuracy coupled cluster (CC) calculations on large molecular systems. It is designed as a black‐box method, which ensures error control in the correlation energy and molecular properties.
Thomas Kjaergaard +4 more
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Coupled-Consolidation Modeling of a Pile in Consolidating Ground
Journal of Geotechnical and Geoenvironmental Engineering, 2012When a pile is embedded in a consolidating ground (e.g., newly reclaimed land), soil may settle more than the pile, thus generating negative skin friction along the pile shaft. This negative friction induces additional axial load to the pile (dragload) and pulls the pile further downward (downdrag).
Tham, LG, Yan, RWM, Sun, TK
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THERMOPOROELASTIC COUPLING WITH APPLICATION TO CONSOLIDATION
International Journal for Numerical and Analytical Methods in Geomechanics, 1997Summary: Based on a fully coupled thermoporoelastic formulation, this paper discusses the general conditions where the coupling should be maintained, and where a partial or full decoupling technique may be applied. This exercise is aimed at providing practical solutions for the coupled thermoporoelastic analyses where excessive manipulations and ...
Bai, M., Abousleiman, Y.
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Coupled model of consolidation and creep for consolidation test
Journal of Central South University of Technology, 2008For most soft soil, the consolidation process and the creep process were coupled and the character of settlement time curve was obtained by the consolidation test at the same time. A simple and continuous function was presented to express the whole process of consolidation including immediate settlement stage, the primary consolidation stage and the ...
Guo-xiong Mei, Jian-hua Yin
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