Results 21 to 30 of about 12,951 (212)

Impact of temperature on the pullout of reinforcing geotextiles from unsaturated silt [PDF]

open access: yes, 2020
This study investigates the thermal soil-geosynthetic interaction mechanisms of reinforcing geotextiles confined in compacted silt that may be encountered when using mechanically-stabilized earth (MSE) walls as geothermal heat sinks.
Ambriz, B, McCartney, JS, Mun, W
core  

Hydraulic conductivity of a dense prehydrated geosynthetic clay liner [PDF]

open access: yes, 2015
Dense prehydrated geosynthetic clay liners (DPH-GCLs) are a particular type of GCL which, unlike conventional GCLs manufactured with dry bentonite, contain bentonite prehydrated during manufacturing.
Di Emidio, Gemmina, Mazzieri, Francesco
core   +1 more source

Geosynthetic-encased stone columns: analytical calculation model [PDF]

open access: yes, 2011
This paper presents a newly developed design method for non-encased and encased stone columns. The developed analytical closed-form solution is based on previous solutions, initially developed for non-encased columns and for non-dilating rigid-plastic ...
Logar, Janko   +2 more
core   +1 more source

Peranan Majlis Agama Islam Negeri Johor semasa Perintah Kawalan Pergerakan (PKP) akibat Pandemik COVID-19 [PDF]

open access: yes, 2021
The Johor State Islamic Religious Council (MAIJ) was established on 1925 under the authority of Part IV, Chapter XV, Board of Regulations for the Rule of the King. There are initial functions and main functions for MAIJ.
Abd Khalim, Mustapahayuddin   +3 more
core  

Analysis of puncture strength geomembranes and geotextiles

open access: yesActa Scientiarum Polonorum. Formatio Circumiectus, 2020
Aim of the study: The aim of the article was to present the results of the analysis of puncture strength of shielding and sealing geosynthetics. Standard qualification tests were carried out on a rigid support in accordance with PN-EN 14574: 2015-12 ...
Mariusz Cholewa, Tetiana Kutia
doaj   +1 more source

Durability Study of Coir Geotextile Embedded in Different Types of Subgrade Soil

open access: yesJournal of Natural Fibers, 2022
Coir fiber is a natural fiber extracted from the husk of coconut. Coir geotextiles made from coir fibers which are biodegradable and eco-friendly are a good alternative to polymeric geotextile.
M. K. Sayida   +3 more
doaj   +1 more source

The influence of seating time on water flow of nonwoven geotextiles in permeability tests [PDF]

open access: yesE3S Web of Conferences
Determining the main hydraulic parameters of geotextiles is undoubtedly necessary for correctly selecting geotextiles in civil engineering constructions.
Markiewicz Anna   +3 more
doaj   +1 more source

Load Bearing Capacity of Cohesive-Frictional Soils Reinforced with Full-Wraparound Geotextiles: Experimental and Numerical Investigation

open access: yesApplied Sciences, 2021
This research investigated the effects of types of cohesive-frictional soil and geotextile reinforcement configurations on the bearing capacity of reinforced soil foundation (RSF) structures, via laboratory test and numerical simulation.
Gampanart Sukmak   +4 more
doaj   +1 more source

Inuence of Pressure on Water Permeability and Characteristic Opening Size of Nonwoven Geotextiles [PDF]

open access: yes, 2013
Nonwoven geotextiles manufactured by mechanical carding process and bonding by needling process are investigated in this paper. Part of the samples was additionally bonded by thermal calendaring process.
Kopitar, Dragana   +2 more
core   +3 more sources

Optimizing biomass use for carbon storage and land use with the OptiBiU model

open access: yesBiofuels, Bioproducts and Biorefining, EarlyView.
Abstract Optimal biomass use in a circular bioeconomy requires a system perspective to guide decision‐making. The Optimizing Biomass Use (OptiBiU) model was developed for this purpose. The model distinguishes among primary biomass production, intermediate products, and biobased products, and incorporates recycling.
Pim M. Post   +8 more
wiley   +1 more source

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