Results 31 to 40 of about 226,385 (341)

Experimental Study on Mesoscopic Shear Behavior of Calcareous Sand Material with Digital Imaging Approach

open access: yesAdvances in Civil Engineering, 2020
The study of the mesostructure of soil under loading is the basis for understanding its macromechanical properties and for establishing its constitutive model.
Jianhua Shen   +5 more
doaj   +1 more source

SWCC of Calcareous Silty Sand Under Different Fines Contents and dry Densities

open access: yesFrontiers in Environmental Science, 2021
Investigating the soil-water characteristics of calcareous soil has a great significance for preventing geological disasters on island-reefs as well as maintaining the foundation stability of hydraulic-filled island-reefs. In this study, calcareous silty
Jian-Hua Shen   +4 more
doaj   +1 more source

Experimental investigation of coupled thermo-mechanical behaviour of Kaolin clay [PDF]

open access: yesE3S Web of Conferences
An experimental study regarding the thermo-mechanical behaviour of a Malaysian Kaolin is presented in this paper. Mercury intrusion porosimetry (MIP) tests have been performed on compacted samples with varying initial water contents. Samples compacted at
Kayser Timon   +3 more
doaj   +1 more source

A FIC-based stabilized mixed finite element method with equal order interpolation for solid–pore fluid interaction problems [PDF]

open access: yes, 2017
This is the peer reviewed version of the following article: [de-Pouplana, I., and Oñate, E. (2017) A FIC-based stabilized mixed finite element method with equal order interpolation for solid–pore fluid interaction problems. Int. J. Numer. Anal.
Oñate Ibáñez de Navarra, Eugenio   +1 more
core   +2 more sources

Polymer-modified bentonite-silt composites to improve the hydro-mechanical properties of landfill mineral sealings [PDF]

open access: yesE3S Web of Conferences
Compacted clay layers are widely used in landfill barrier systems, relying on low-permeability soils to prevent leachate migration. When local soils like silts lack sufficient sealing properties, bentonite is added to enhance impermeability due to its ...
Kallerhoff Natascha   +4 more
doaj   +1 more source

From Elasticity to Hypoplasticity: Dynamics of Granular Solids

open access: yes, 2007
"Granular elasticity," useful for calculating static stress distributions in granular media, is generalized by including the effects of slowly moving, deformed grains.
D. Kolymbas   +3 more
core   +1 more source

Numerical evaluation of the pipe-pile buckling during vibratory driving in sand [PDF]

open access: yes, 2019
The buckling of steel pipe piles during vibratory driving is numerically studied using the Multi-Material Arbitrary Lagrangian-Eulerian (MMALE) method. This method handles the large soil deformations that occur during pile driving and other geotechnical ...
Aubram, Daniel   +3 more
core   +1 more source

Numerical analysis of subsoil-reinforced concrete slab interaction [PDF]

open access: yes, 2018
This article presents the numerical modeling of interaction between a reinforced concrete slab and subsoil using ABAQUS. Subsoil was simulated as both homogeneous half-space and inhomogeneous half-space.
Le, Tuan Duc   +2 more
core   +1 more source

Tumor mutational burden as a determinant of metastatic dissemination patterns

open access: yesMolecular Oncology, EarlyView.
This study performed a comprehensive analysis of genomic data to elucidate whether metastasis in certain organs share genetic characteristics regardless of cancer type. No robust mutational patterns were identified across different metastatic locations and cancer types.
Eduardo Candeal   +4 more
wiley   +1 more source

Theory of Time-Temperature-Stress Equivalent Principle Based on Schapery Equation and Its Application on Granite

open access: yesMedžiagotyra, 2014
The time-temperature-stress equivalent (TTSE) principle refers to the phenomenon that the time-dependent mechanical properties of materials rely on the variations of temperature and stress level.
Yuanguang ZHU   +3 more
doaj   +1 more source

Home - About - Disclaimer - Privacy