Relevant bibliographies by topics / Fibre de basalte

Contents

  1. Journal articles
  2. Dissertations / Theses
  3. Books
  4. Book chapters
  5. Conference papers

Academic literature on the topic 'Fibre de basalte'

Author: Grafiati
Published: 4 June 2021
Last updated: 13 February 2022

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Journal articles on the topic "Fibre de basalte"

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Goud, E. Giri Prasad, Dinesh Singh, V. Srinivasa Reddy, and Kaveli Jagannath Reddy. "Stress-Strain behaviour of basalt fibre reinforced concrete." E3S Web of Conferences 184 (2020): 01081. http://dx.doi.org/10.1051/e3sconf/202018401081.

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This paper prophesies the stress strain behaviour of M30 grade concrete reinforced with basalt fibres of length 12 mm, 36 mm and 50 mm of amounts 0.4%, 0.4% and 0.3% by volume of concrete respectively. Modulus of elasticity and toughness of M30 grade basalt fibre reinforced concretes are also evaluated. It was found that BFRCC mixes show good resistance to impact and has superior dissipation capacity. The optimal basalt fibre volume fraction is 0.3% and length is 50 mm. For this case, toughness index and energy absorbed at fracture have considerably enhanced. With the volume fraction of basalt
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Liu, Hua Wu, Kai Fang Xie, Wei Wei Hu, Han Sun, Shu Wei Yang, and Tian Yang Yang. "Strengths of Basalt Fiber Reinforced Fir Sawdust Panel." Advanced Materials Research 821-822 (September 2013): 1159–63. http://dx.doi.org/10.4028/www.scientific.net/amr.821-822.1159.

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Wood composite is weak under heavy loadings, which was improved by reinforcing basalt fibres. In this study, chopped basalt fibres with different lengths (5mm, 10mm, 15mm and 20mm) were mixed with fir sawdust at 2.5%, 5%, 7.5% and 10% weight fractions to produce basalt fiber reinforced fir sawdust panels. The reinforced panels showed improved strength values. A maximum bending strength value of 44.1 MPa was obtained when the mean length of chopped basalt fiber was 15mm and the weight fraction was 2.5%. The tensile strength reached a maximum value of 17.4MPa when the mean length of basalt fiber
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Xiao, Jie, Han Shi, Lei Tao, et al. "Effect of Fibres on the Failure Mechanism of Composite Tubes under Low-Velocity Impact." Materials 13, no. 18 (2020): 4143. http://dx.doi.org/10.3390/ma13184143.

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Filament-wound composite tubular structures are frequently used in transmission systems, pressure vessels, and sports equipment. In this study, the failure mechanism of composite tubes reinforced with different fibres under low-velocity impact (LVI) and the radial residual compression performance of the impacted composite tubes were investigated. Four fibres, including carbon fiber-T800, carbon fiber-T700, basalt fibre, and glass fibre, were used to fabricate the composite tubes by the winding process. The internal matrix/fibre interface of the composite tubes before the LVI and their failure
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El-Gelani, A. M., C. M. High, S. H. Rizkalla, and E. A. Abdalla. "Effects of Basalt Fibres on Mechanical Properties of Concrete." MATEC Web of Conferences 149 (2018): 01028. http://dx.doi.org/10.1051/matecconf/201814901028.

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This paper presents the results of an experimental program carried out to investigate the effects of Basalt Fibre Reinforced Polymers (BFRP) on some fundamental mechanical properties of concrete. Basalt fibres are formed by heating crushed basalt rocks and funnelling the molten basalt through a spinneret to form basalt filaments. This type of fibres have not been widely used till recently. Two commercially available chopped basalt fibres products with different aspect ratios were investigated, which are dry basalt (GeoTech Fibre) and basalt pre-soaked in an epoxy resin (GeoTech Matrix) .The ex
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Buschbeck, Sebastian, Florian Tautenhain, Claudia Reichelt, Roman Rinberg, and Lothar Kroll. "Composite Materials Made of Basalt Fibres and Biobased Matrix Material for Technical Applications." Key Engineering Materials 809 (June 2019): 639–44. http://dx.doi.org/10.4028/www.scientific.net/kem.809.639.

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Basalt fibres are inorganic man-made fibres which, in fibre-reinforced plastic composites (FRP), represent a cost-effective alternative to carbon fibres. Within petrochemical thermoplastic matrices, basalt fibres are established in technical applications. The use of biobased polyamides as matrix material is an innovative approach for the production of FRP with a high proportion of renewable raw materials. In addition to material selection, the compound manufacturing process also defines the properties of the FRP. At the Institute of Lightweight Structures, extensive investigations are carried
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Bajad, Mohankumar Namdeorao. "Basalt Fibre Reinforced Concrete Unprotected to Chemical Attack." Civil and Environmental Engineering 16, no. 1 (2020): 131–37. http://dx.doi.org/10.2478/cee-2020-0013.

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AbstractThis paper depends on a test examination on basalt fibres which started from volcanic shakes and were dissolved at high temperatures. These stones were accessible from the world’s profound hull. M30 evaluation of concrete was structured according to is 10262:2009 with basalt fibres. The fibres alongside mineral admixtures were utilized in three distinct extents, that is 0 %, 1 %, 2 %, 3 % by heaviness of cement. The goal was to decide the characteristics of fibre reinforced concrete with various fibre extents. The strength properties, for example, compressive strength, split tensile st
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Mazur, Karolina, Stanislaw Kuciel, and Kamila Salasinska. "Mechanical, fire, and smoke behaviour of hybrid composites based on polyamide 6 with basalt/carbon fibres." Journal of Composite Materials 53, no. 28-30 (2019): 3979–91. http://dx.doi.org/10.1177/0021998319853015.

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This paper describes the hybridization of basalt and carbon fibres in polyamide 6 by injection moulding method and the analyses of the mechanical, morphological, fire, and smoke properties of the obtained materials. The content of basalt/carbon fibres in hybrid composites amounted to 5/5 wt%, 7/7 wt%, and 10/10 wt%. The addition of fibres resulted in an increase in mechanical properties of the examined materials, was reflected by the threefold increase of Young modulus for the composites containing 10/10 wt% of fibres. To investigate the aging, the samples were stored in distilled water for 1,
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Zhang, Tao, Hongtao Liu, Dekun Zhang, and Kai Chen. "Mechanical and wear properties of polyetheretherketone composites filled with basalt fibres." Science and Engineering of Composite Materials 26, no. 1 (2019): 317–26. http://dx.doi.org/10.1515/secm-2019-0016.

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AbstractPolymers are widely used as replacements for machined metal components in engineering applications. To withstand extreme contact conditions, reinforcing materials are often introduced into polymers to improve their mechanical and wear properties. This paper investigates the applicability of basalt fibres as reinforcing materials to enhance the mechanical and wear properties of polyetheretherketone (PEEK). The weight percentage of short basalt fibres in PEEK composites was 0-10% based on the injection moulding method. The mechanical properties and tribological behaviours of the resultin
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D’Anna, Jennifer, Giuseppina Amato, Jianfei Chen, Giovanni Minafò, and Lidia La Mendola. "Effects of Different Test Setups on the Experimental Tensile Behaviour of Basalt Fibre Bidirectional Grids for FRCM Composites." Fibers 8, no. 11 (2020): 68. http://dx.doi.org/10.3390/fib8110068.

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Fibre-reinforced cementitious matrix (FRCM) composites have been effectively used during the last ten years for the strengthening of existing concrete and masonry structures. These composite materials are made of medium- and high-strength fibre meshes embedded in inorganic matrices. Synthetic fibres are the ones that are currently the most used; however, natural fibres, such as basalt fibres, have recently been receiving growing attention. This work presents an extensive experimental study on the mechanical characterisation of a primed basalt fibre bidirectional grid. Fifty monotonic tensile t
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Bhat, T., D. Fortomaris, E. Kandare, and A. P. Mouritz. "Properties of thermally recycled basalt fibres and basalt fibre composites." Journal of Materials Science 53, no. 3 (2017): 1933–44. http://dx.doi.org/10.1007/s10853-017-1672-7.

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Dissertations / Theses on the topic "Fibre de basalte"

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Ammar, Mohamed Amine. "Bond durability of basalt fibre-reinforced polymers (BFRP) bars under freeze-and-thaw conditions." Thesis, Université Laval, 2014. http://www.theses.ulaval.ca/2014/30559/30559.pdf.

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Ce mémoire présente les résultats de l’étude de l’adhérence entre les barres en polymères renforcés de fibres de Basalte (PRFB) et le béton. Cinquante-quatre cylindres renforcés par des barres en PRFB et dix-huit cylindres renforcés par des barres en polymères renforcés de fibres de fibres de Verre (PRFV) ont été testés par le test d’arrachement. Les paramètres des tests incluent le type de la barre utilisée, le diamètre de la barre, la longueur d’ancrage et le nombre de cycles de gel-dégel (100 et 200 cycles). Les courbes adhérence-glissement des barres en PRFB et PRFV révèlent la même tendan
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Seghini, Maria Carolina. "Mechanical Analysis and Fibre/Matrix Interface Optimization for Next Generation of Basalt-Plant Fibre Hybrid Composites." Electronic Thesis or Diss., Chasseneuil-du-Poitou, Ecole nationale supérieure de mécanique et d'aérotechnique, 2020. http://www.theses.fr/2020ESMA0003.

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La prise de conscience mondiale des enjeux environnementaux a conduit à l’émergence de composites«verts», dans lesquels les fibres naturelles sont amenées à remplacer les fibres synthétiques. Ces nouveaux matériaux offrent des alternatives écologiques aux composites synthétiques traditionnels mais sont difficilement utilisables pour des applications semi-structurales ou structurales. Une solution possible à ce problème est le développement des composites hybrides, en combinant ensemble fibres naturelles et synthétiques. Dans ce cadre, l'objectif de cette étude était de développer des composite
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Poisbeau, Vianney. "Modélisation de la durabilité des PRFB et PRFV en béton humide basée sur la dégradation fibre/matrice." Mémoire, Université de Sherbrooke, 2017. http://hdl.handle.net/11143/10981.

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L’étude de la durabilité des polymères renforcés de fibres (PRF) dans le béton est un enjeu majeur de leur développement en tant qu’alternative aux armatures d’acier soumises à la corrosion. La simulation à long terme de la solution interstitielle est le plus souvent assurée par l’immersion des barres de composite dans des solution acides ou basiques, dans lesquelles la température agit comme accélérateur. La littérature propose principalement des analyses physiques et mécaniques des PRF dans leur globalité, sans forcément concentrer l’étude sur chaque composant. C’est donc l’objectif de cette
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Gaumond, Baptiste. "Compréhension des interfaces / interphases formées dans les composites PPS / fibres de carbone et PPS / fibres de basalte réalisés à partir de mèches comélées et retordues." Thesis, Lyon, 2020. http://www.theses.fr/2020LYSEI064.

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Ces travaux de thèse sont consacrés à la compréhension des relations structures-propriétés des matériaux composites réalisés à partir de mèches hybrides composées de la matrice thermoplastique, le polysulfure de phénylène et de renforts qui peuvent être soit du carbone soit du basalte. Plusieurs axes de recherche ont été approfondis dans ces travaux : i) l’impact des procédés de fabrication des mèches sur les propriétés finales des composites, ii) la compréhension des interactions fibres-matrice dans les systèmes étudiés et iii) l’optimisation de ces interactions à l’interphase. Ces travaux on
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Borhan, Tumadhir Merawi. "Thermal and structural behaviour of basalt fibre reinforced glass concrete." Thesis, University of Manchester, 2011. https://www.research.manchester.ac.uk/portal/en/theses/thermal-and-structural-behaviour-of-basalt-fibre-reinforced-glass-concrete(2fcc3a9a-2012-4261-966b-4ff37420e032).html.

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This study aims to produce a type of concrete with both good thermal and mechanical properties by using environmentally friendly and low cost materials. In addition, the resistance of this concrete to fire conditions was investigated. The experimental work comprises two parts. In the first part, recycled glass was used as a partial replacement for natural sand (at proportions 20%, 40% and 60%) together with basalt fibre having different volume fractions (0.1%, 0.3%, and 0.5%). The results obtained from the experimental work showed that the optimum content is 20% glass and at 28 days, there was
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Hamed, Sarah. "Shear Contribution of Basalt Fiber-Reinforced Concrete Reinforced with Basalt Fiber-Reinforced Polymer Bars." Master's thesis, Université Laval, 2019. http://hdl.handle.net/20.500.11794/34008.

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Cette étude évalue expérimentalement et analytiquement le comportement au cisaillement des poutres en béton renforcé de fibres de basalte (BRFB) renforcées longitudinalement avec des barres en polymère renforcé de fibres de basalte (PRFB). Un nouveau type de macro-fibres de basalte a été ajouté au mélange de béton pour produire le mélange de BRFB. Quatorze poutres (152 x 254 x 2000 mm) sans armature transversale ajouté ont été testées sous une configuration de chargement à quatre points jusqu'à la défaillance. Les poutres ont été regroupés en deux groupes A et B en fonction de leurs rapports p
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Rengarajan, Muralidharan. "Laboratory testing of shotcrete with fibres of steel, basalt or synthetic materials." Thesis, KTH, Betongbyggnad, 2020. http://urn.kb.se/resolve?urn=urn:nbn:se:kth:diva-287310.

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Shotcrete or sprayed concrete has become an inevitable material for stabilising and supporting hard rock tunnels. To prevent rock block fallouts in the excavated tunnel, shotcrete is pneumatically projected under high pressure on the rock surface. This method has proven to reduce the construction time drastically, and the addition of fibres in the shotcrete material results in Fibre Reinforced Shotcrete (FRS). The fibres increased the strength of the parent matrix and made the reinforcement bar (mesh) placing procedure with its heavy labour work unnecessary. Even though FRS have been in use fo
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Zourek, Milan. "Možnosti aplikace čedičových vláken do betonu." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2018. http://www.nusl.cz/ntk/nusl-372072.

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This diploma thesis deals with possibilities of application of basalt fibers in concrete and in cementitious composites. In the theoretical part there is a summary of fibers usually used for fiberconcretes. Manufacturing process of basalt fibers is described, and properties of basalt fibers are summarized. Next part deals with properties of basalt fiber reinforced concrete. Concretely fresh properties, physical-mechanical properties, shrinkage and cracking, microstructure and fire resistance. The last chapter deals with fire resistance of concrete in general. The experimental part of this dipl
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Iuliano, Marco. "Studio e caratterizzazione di sensori distribuiti in fibra ottica basati su scattering Brillouin." Master's thesis, Alma Mater Studiorum - Università di Bologna, 2017. http://amslaurea.unibo.it/13443/.

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Nel presente elaborato si mostra lo studio e la caratterizzazione di sensori distribuiti in fibra ottica (DOFS) basati sulla tecnica Brillouin Optical Time-Domain Analysis. Si presenta una particolare implementazione ai sistemi BOTDA basati sulla modifica del BFRL (Brillouin Fiber Ring Laser) al fine di ottimizzarne la convenzionale configurazione per renderli economicamente vantaggiosi, permettendone un ampio impiego e sviluppo su larga scala. La sorgente BFRL presentata mostra degli adeguati valori di potenza del segnale di probe in uscita, un largo intervallo di modulazione ed una linewi
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Lapena, Mauro Henrique. "Estudo do comportamento mecânico de cilindros de compósito epóxi/fibra de basalto em ensaios hidrostáticos." Universidade de São Paulo, 2017. http://www.teses.usp.br/teses/disponiveis/85/85134/tde-23032017-152933/.

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O objetivo deste trabalho foi estudar o comportamento mecânico de cilindros de compósito polimérico reforçado com fibras. Para isso, foram produzidos cilindros com extremidades abertas reforçados com fibra de basalto e fibra de vidro, utilizando a técnica de enrolamento filamentar (filament winding). Estes cilindros foram submetidos a ensaio hidrostático com carregamento circunferencial, ensaio de ruptura de anel (split disk test) e ensaio de resistência ao cisalhamento interlaminar (ILSS). Uma placa do compósito de fibra de basalto foi produzida por enrolamento filamentar, para caracterização
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Books on the topic "Fibre de basalte"

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Vedagiri, Velpari. Strength and durability of basalt fiber and basalt-fiber cement composites. 1987.

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Bae, Jewan. Strength and alkaline durability of manganese dioxide modified basalt fiber and modified basalt fiber-cement composites. 1989.

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Won, Yung Ho. The use of basalt fiber as a reinforcement for concrete. 1989.

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Jung, Taehwan. Preparation and characterization of hydrolyzed zirconia film on basalt fiber by the sol-gel process. 1988.

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Book chapters on the topic "Fibre de basalte"

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Razak, Siti Nooriza Abd, Laurent Guillaumat, and Nasir Shafiq. "Effect of Fire Flame Exposure on Basalt and Carbon Fiber-Reinforced Concrete." In Lecture Notes in Civil Engineering. Springer Singapore, 2021. http://dx.doi.org/10.1007/978-981-33-6311-3_66.

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Czigány, Tibor. "Basalt Fiber Reinforced Hybrid Polymer Composites." In Materials Science, Testing and Informatics II. Trans Tech Publications Ltd., 2005. http://dx.doi.org/10.4028/0-87849-957-1.59.

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Jasmin, J., and K. Balan. "Strengthening of Cohesionless Soil Using Basalt Fibre Geogrids." In Lecture Notes in Civil Engineering. Springer Singapore, 2021. http://dx.doi.org/10.1007/978-981-33-6444-8_21.

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Ernst, Linda M., Suzanne M. Jacques, and Faisal Qureshi. "Basal Plate Myometrial Fibres." In Pathology of the Placenta. Springer International Publishing, 2018. http://dx.doi.org/10.1007/978-3-319-97214-5_34.

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Matykiewicz, Danuta, and Maciej Bogusławski. "Hybrid Epoxy Composites Reinforced with Flax Fiber and Basalt Fiber." In Lecture Notes in Mechanical Engineering. Springer International Publishing, 2019. http://dx.doi.org/10.1007/978-3-030-16943-5_55.

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Rill, E., D. R. Lowry, and W. M. Kriven. "Properties of Basalt Fiber Reinforced Geopolymer Composites." In Strategic Materials and Computational Design. John Wiley & Sons, Inc., 2010. http://dx.doi.org/10.1002/9780470944103.ch6.

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Xiao, Bo, Hui Li, and Guijun Xian. "Hygrothermal Ageing of Basalt Fiber Reinforced Epoxy Composites." In Advances in FRP Composites in Civil Engineering. Springer Berlin Heidelberg, 2011. http://dx.doi.org/10.1007/978-3-642-17487-2_77.

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Swathi, T., and K. N. Resmi. "Experimental Studies on Fly Ash Based Basalt Fibre Reinforced Concrete." In Lecture Notes in Civil Engineering. Springer International Publishing, 2019. http://dx.doi.org/10.1007/978-3-030-26365-2_3.

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Subramanian, R. V., and Kuang-Hua H. Shu. "Silane Coupling Agents for Basalt Fiber Reinforced Polymer Composites." In Molecular Characterization of Composite Interfaces. Springer US, 1985. http://dx.doi.org/10.1007/978-1-4899-2251-9_13.

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Subramanian, R. V., and Kuang-Hua H. Shu. "Silane Coupling Agents for Basalt Fiber Reinforced Polymer Composites." In Molecular Characterization of Composite Interfaces. Springer Berlin Heidelberg, 1985. http://dx.doi.org/10.1007/978-3-662-29084-2_13.

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Conference papers on the topic "Fibre de basalte"

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Velukkudi Santhanam, Senthil Kumar, Prakash Sampath, Bharani Srikanth Ponnusamy, and Mohan Bangaru. "Effect of Micro (Banana) and Nano (SiC) Fillers on Mechanical Behaviors of Basalt/Epoxy Hybrid Composites." In ASME 2018 International Mechanical Engineering Congress and Exposition. American Society of Mechanical Engineers, 2018. http://dx.doi.org/10.1115/imece2018-86268.

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Basalt Fibre Reinforced Polymers (BFRP) was feasibly utilized as a preferable replacement to the Glass Fibre Reinforced Polymers (GFRP) due to their superior property and behaviour. Besides, reinforcing nano and micro fillers with basalt fiber will result in even better mechanical properties. In this research study, epoxy resin was blended with Cashew Nut Shell Liquid (CNSL) hardener, it beneficial to minimize the healing period. For 50% of epoxy resin, the ratio of CNSL hardener was taken as 50%. Standard Hand lay-up technique was utilized to produce the composite structures. In addition, 20g
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Hayakawa, Tohru, Zhiyuan Zhang, Yuqiu Yang, and Hiroyuki Hamada. "An Investigation on the Mechanical Property of Unidirectional Basalt Fiber Composites." In ASME 2011 International Mechanical Engineering Congress and Exposition. ASMEDC, 2011. http://dx.doi.org/10.1115/imece2011-62821.

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Due to its low price and high mechanical property, basalt fiber (BF) is emerging as a novel reinforcement for fiber reinforced polymer (FRP) instead of glass fiber. The research about basalt fiber reinforced composites (BFRP) is insufficient in particularly for the long term life. Therefore, in order to apply BFRP into practical use, the current study was focused on mechanical property and their durable property. Firstly, one layer and six layers laminated unidirectional basalt fiber fabric reinforced unsaturated polyester were made by hand-layup method and tested by tensile, 3-point bending,
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Yang, Ting, Mengyuan Liao, Zhenjin Cui, and Yuqiu Yang. "Effect of Polyurethane Surface Treatment on Basalt Fiber Composite." In ASME 2013 International Mechanical Engineering Congress and Exposition. American Society of Mechanical Engineers, 2013. http://dx.doi.org/10.1115/imece2013-63512.

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Nowadays, Basalt fiber is obtained increasing attention worldwide as a kind of promising reinforced fiber in composite field, which has the excellent mechanical properties, chemical resistance, comparative low cost, easily processing and abundance resource. In this paper, polyurethane dispersion (PUD) was employed as the surface treatment for the basalt fiber-woven fabric. Basalt woven fabric was washed by acetone solution following by different pick-up ratio PUD treating. Treated BFRP and virgin one were tested by tensile test with AE equipment, comparison and analysis have been carried out i
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Zhang, Xueyi, Guangping Zou, and Zhiqiang Shen. "Experimental research on continuous basalt fiber and basalt-fibers-reinforced polymers." In International Conference on Experimental Mechnics 2008 and Seventh Asian Conference on Experimental Mechanics, edited by Xiaoyuan He, Huimin Xie, and YiLan Kang. SPIE, 2008. http://dx.doi.org/10.1117/12.839375.

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Mertiny, Pierre, and Kulvinder Juss. "Effect of Fiber-Reinforcement Material on the Leakage Failure in Polymer Composite Pressure Piping." In ASME 2008 Pressure Vessels and Piping Conference. ASMEDC, 2008. http://dx.doi.org/10.1115/pvp2008-61540.

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Fiber-reinforced polymer composite piping has traditionally been produced using E-glass fiber materials. E-glass has been the preferred reinforcement phase due to its good corrosion resistance, low cost and wide availability. However, in recent years other materials have emerged on the market, or are becoming competitive in price. Mineral based basalt fibers and high-performance S-glass are examples of such materials. In the present study the performance of basalt and S-glass reinforcements was investigated in comparison to a commonly used advanced E-glass fiber material. Employing the same ep
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Vijay, Morampudi, Zhenyu Ouyang, Gefu Ji, Guoqiang Li, and H. Dwayne Jerro. "Characterization of Short Basalt Fiber Reinforced Syntactic Foams." In ASME 2011 Pressure Vessels and Piping Conference. ASMEDC, 2011. http://dx.doi.org/10.1115/pvp2011-57730.

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Sandwiched structures with syntactic foam core and fiber reinforced composite skins may have a great potential in pipe and pressure vessel structures due to the lightweight, competitive material cost, and it thermal and acoustic insulation effects. One concern of the syntactic foam as core materials is its brittleness (low toughness). In the current study, short basalt fibers are considered as a reinforcing phase to toughen the syntactic foam material. A compressive test and a notched three-point bending test were conducted to characterize the mechanical properties of the basalt fiber reinforc
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Lionetto, F., F. Montagna, A. Moscatello, et al. "Stereological analysis of short basalt fiber composites." In THE 9TH INTERNATIONAL CONFERENCE ON STRUCTURAL ANALYSIS OF ADVANCED MATERIALS - ICSAAM 2019. AIP Publishing, 2019. http://dx.doi.org/10.1063/1.5140313.

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Hughes, Eric, Adeyemi Adesina, Bruno Paini, Sreekanta Das, and Niel Van Engelen. "Strengthening of Concrete Beams with Basalt Fibre Reinforced Polymer." In Structures Congress 2020. American Society of Civil Engineers, 2020. http://dx.doi.org/10.1061/9780784482896.041.

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Li, Zhennan, Aiqin Shen, Yinchuan Guo, Hua Wu, and Lusheng Wang. "Study on Properties of Basalt Fiber Asphalt Mastic." In 20th COTA International Conference of Transportation Professionals. American Society of Civil Engineers, 2020. http://dx.doi.org/10.1061/9780784483053.108.

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Dai, Yiqing, Zhenyi Wang, Junxiu Lv, and Xingyu Gu. "Numeric Analysis of Basalt Fiber Reinforced Concrete Pavement." In Transportation Research Congress 2016. American Society of Civil Engineers, 2018. http://dx.doi.org/10.1061/9780784481240.034.

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