Relevant bibliographies by topics / Geosynthetic fibres

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  1. Journal articles

Academic literature on the topic 'Geosynthetic fibres'

Author: Grafiati
Published: 6 September 2023

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Journal articles on the topic "Geosynthetic fibres"

1

Nguyen, Thanh Trung, and Buddhima Indraratna. "Experimental and numerical investigations into hydraulic behaviour of coir fibre drain." Canadian Geotechnical Journal 54, no. 1 (2017): 75–87. http://dx.doi.org/10.1139/cgj-2016-0182.

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Over many decades, natural fibre bundles have been widely used for drainage and filtration applications because of their favourable hydraulic conductivity and abundance in Asian countries. In recent times, natural (biodegradable) coir and jute drains, which are environmentally friendly, have been considered in lieu of conventional geosynthetic wick drains for soft clay consolidation in Australian coastal regions. However, there is a lack of a computational framework to predict the hydraulic behaviour of fibre drains on the basis of micromechanical (fabric) characteristics. Employing computatio
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2

Leonovich, Ivan Iosifovich, and Sergey Valerevich Bogdanovich. "NEW TECHNICAL SOLUTIONS FOR CONSTRUCTION OF THE MINSK RING HIGHWAY." Technological and Economic Development of Economy 10, no. 2 (2004): 73–76. http://dx.doi.org/10.3846/13928619.2004.9637658.

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In Byelorussia the network of highways intensively develops. For their construction and reconstruction modern technologies are used. The sample of new technical decisions in road construction can be counted the Minsk ring highway. Questions of erection of an earthen cloth on bogs have been here successfully solved. Geosynthetic materials, blacktop with cellulose fibres, noise protection screens from profile metal are used. Construction of bridges and overpasses was carried out with wide application of preliminary intense bearing designs. The bridge cloth and sidewalks are executed from monolit
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3

Villard, Pascal, and Laurent Briançon. "Design of geosynthetic reinforcements for platforms subjected to localized sinkholes." Canadian Geotechnical Journal 45, no. 2 (2008): 196–209. http://dx.doi.org/10.1139/t07-083.

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Construction of road and railway platforms in areas subject to localized sinkholes requires the use of specific reinforcements, for example, geosynthetics. The current design method for these structures is based on the assumption that there is no displacement of the geosynthetic in the anchorage areas on either side of the cavity. A new analytical method is proposed that takes into account the displacements and deformation of the geosynthetic reinforcement in the anchorage areas and the increase in stress at the edge of the cavity. To validate this new analytical method, a full-scale experimen
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4

Koudela, Pavel, Juraj Chalmovský, and Lumír Miča. "The Reinforcement of Sand by Fibres with a Non-Uniform Shape." Slovak Journal of Civil Engineering 29, no. 2 (2021): 49–54. http://dx.doi.org/10.2478/sjce-2021-0013.

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Abstract The reinforcement of soil is used to improve its strength and stiffness. The standard method of soil reinforcement is an application of geosynthetics. Soil reinforcement by distributed discrete fibres represents an alternative to those techniques. Currently used fibres have a straight shape, uniform cross-section, and smooth surface, which is not optimal in terms of the fibre-soil interaction. In this study, fibres with a variable shape were utilized. The fibres were fabricated using a fused deposition modelling technology. Firstly, a brief theoretical background is presented. Then, t
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5

Lester, Simon, and William Crawford. "An introduction to Geosynthetic Cementitious Composite Mats and Barriers – a new approach to lining canals." E3S Web of Conferences 368 (2023): 03008. http://dx.doi.org/10.1051/e3sconf/202336803008.

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A new class of geosynthetic has recently emerged known as GCCMs (Geosynthetic Cementitious Composite Mats) defined by the ASTM D-35 committee in 2017 as ‘a factoryassembled geosynthetic composite consisting of a cementitious layer contained within a layer or layers of geosynthetic materials that becomes hardened’. GCCMs consist of a three-dimensional fibre structure filled with a dry cement/concrete mix, overlain by a hydrophilic filter layer and underlain by a watertight membrane, which is typically a polymeric film. The material is delivered in its dry format and unrolled into place using si
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6

Norambuena-Contreras, J., I. Gonzalez-Torre, J. F. Vivanco, and W. Gacitúa. "Nanomechanical properties of polymeric fibres used in geosynthetics." Polymer Testing 54 (September 2016): 67–77. http://dx.doi.org/10.1016/j.polymertesting.2016.06.024.

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7

Fleury, Mateus Porto, Lucas Deroide do Nascimento, Clever Aparecido Valentin, Jefferson Lins da Silva, and Marta Pereira da Luz. "Creep Behaviour of Recycled Poly(ethylene) Terephthalate Non-Woven Geotextiles." Polymers 13, no. 5 (2021): 752. http://dx.doi.org/10.3390/polym13050752.

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At the beginning of this century, due to well-established Brazilian recycling processes, geosynthetics’ manufacturers started to use recycled poly(ethylene) terephthalate (PET) yarns/filaments (from PET bottles) in geotextile production. Despite the fact that recycled products cannot act as reinforcement functions, geosynthetics are constantly under sustained tensile load and experiences evolutions of the axial strain (creep behaviour). Thus, this study aims to assess the influence of the structure of (needle-punched) non-woven geotextiles manufactured using recycled PET yarns on their creep b
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8

Chegenizadeh, Amin, and Hamid Nikraz. "Soil and Geosynthetic Fibre: Unconfined Compressive Strength Test." Advanced Science Letters 19, no. 12 (2013): 3488–90. http://dx.doi.org/10.1166/asl.2013.5178.

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9

Grzybowska-Pietras, Joanna, Giang Nguyen, Stanisława Przybyło, Monika Rom, and Jan Broda. "Application of fibres for the stabilisation of steep slopes." E3S Web of Conferences 49 (2018): 00041. http://dx.doi.org/10.1051/e3sconf/20184900041.

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For many years, techniques improving weak soils by means of additional elements incorporated into their structures have been applying in geotechnical structures (earth structures). An example of such a procedure is the use of geosynthetics enabling to solve geotechnical problems related to anti-erosion protection, as well as filtration and draining. In addition to geosynthetics, randomly distributed fibers are used. Fibers mixed with soil perform a function similar to the function of the root system of protective vegetation and enable the creation of flexible and easy to green construction. Du
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10

Yang, Yang, Jianyong Shi, and Xuede Qian. "Effect of Temperature on Internal Shear Strength Mechanism of Needle-Punched GCL." Sustainability 13, no. 8 (2021): 4585. http://dx.doi.org/10.3390/su13084585.

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Needle-punched geosynthetic clay liner (NPGCL) has been widely used in landfills. The internal strength of the GCL changes with temperature variation, which affects its application in landfills. A large-scale temperature-controlled direct shear apparatus was developed to study the internal shear strength characteristics of GCL affected by temperature. The internal strength of the GCL was dependent on the bentonite, the fibers, and the interaction between the fibers and the bentonite. The influence of temperature on the internal strength of the GCL was mainly reflected in the displacement at pe
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