Results 31 to 40 of about 56,604 (307)

One- and two-dimensional finite element modelling of thaw consolidation

open access: yes, 2022
Coupled thermo-hydro-mechanical finite element (FE) modelling of thaw consolidation is presented. One-dimensional FE analyses are performed for thaw consolidation of a soil column due to self-weight and with a combination of self-weight and surcharge ...
Dilan Robert (18026320)   +3 more
core  

One- and two-dimensional finite element modelling of thaw consolidation

open access: yes, 2021
Coupled thermo-hydro-mechanical finite element (FE) modelling of thaw consolidation is presented. One-dimensional FE analyses are performed for thaw consolidation of a soil column due to self-weight and with a combination of self-weight and surcharge ...
Dayarathne, Rajith Sudilan   +3 more
core   +2 more sources

Finite element formulation of one-dimensional uncoupled and couple consolidation [PDF]

open access: yes, 2013
This thesis presents the formulation of finite element method for one-dimensional consolidation problem based on uncoupled and coupled consolidation theories.
Wan Hassan, Wan Nur Firdaus
core  

Structural insights into an engineered feruloyl esterase with improved MHET degrading properties

open access: yesFEBS Letters, EarlyView.
A feruloyl esterase was engineered to mimic key features of MHETase, enhancing the degradation of PET oligomers. Structural and computational analysis reveal how a point mutation stabilizes the active site and reshapes the binding cleft, expading substrate scope.
Panagiota Karampa   +5 more
wiley   +1 more source

Exact solutions for one-dimensional thermal consolidation of single-layer saturated soil

open access: yesYantu gongcheng xuebao, 2019
The consolidation under the non-isothermal field has long been the research focus. Based on the governing equations which take seepage flow into consideration, a new method to obtain exact solutions for one-dimensional thermal consolidation of single ...
NIU Jia-jun 1, LING Dao-sheng 1, WANG Xiu-kai 1, SHAN Zhen-dong 2, ZHAO Yun 1, 3
doaj   +1 more source

One-dimensional test problems for dynamic consolidation

open access: yes, 2015
Closed-form solutions are presented for some one-dimensional problems involving the dynamic response of saturated porous media. These solutions are useful for validating finite element codes for dynamic consolidation of soil.
Nazem, Majidreza   +3 more
core   +1 more source

Diversity and complexity in neural organoids

open access: yesFEBS Letters, EarlyView.
Neural organoid research aims to expand genetic diversity on one side and increase tissue complexity on the other. Chimeroids integrate multiple donor genomes within single organoids. Self‐organising multi‐identity organoids, exogenous cell seeding, or enforced assembly of region‐specific organoids contribute to tissue complexity.
Ilaria Chiaradia, Madeline A. Lancaster
wiley   +1 more source

Epigenetic blind spots – the role of DNA methylation dynamics in stem cell‐based models of embryogenesis

open access: yesFEBS Letters, EarlyView.
Embryo‐like structures (stembryos) are an innovative tool, but they are hindered by experimental variability and limited developmental potential. DNA methylation is crucial for mammalian development, but its status in stembryo models is poorly characterized.
Sara Canil   +4 more
wiley   +1 more source

Refined Consolidation Settlement Calculation Based on the Oedometer Tests for Normally and Overconsolidated Clays

open access: yesApplied Sciences
This study presents an enhanced analytical approach for one-dimensional consolidation settlement by introducing a revised AJOP (arc joint via optimum parameters) equation assuming creep and strain rate effects can be neglected for both normally and ...
Nopakun Phonchamni   +6 more
doaj   +1 more source

Probabilistic Analysis of One-Dimensional Consolidation with Monte Carlo Simulations

open access: yes, 2011
Themeasured coefficient of consolidation can have a substantial degreeof variation even in a uniform clay layer. This paper examines the variability of one-dimensional consolidationsolutions through a probabilistic analysis.
Liao Qi Hu, Xiao Yong Li
core   +1 more source

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