scholarly journals Uniform fiber distribution in cold asphalt mixtures with viscous microdispersed bitumen

2020 ◽  
Vol 7 (1) ◽  
Author(s):  
Sergey Andronov ◽  
Viktor Alferov ◽  
Andrey Kochetkov ◽  
Yuri Vasiliev
Keyword(s):  
Uniform Distribution ◽  
Asphalt Concrete ◽  
Basalt Fiber ◽  
Water Evaporation ◽  
Plastic State ◽  
Short Fibers ◽  
Aggregate State ◽  
Standard Equipment ◽  
Asphalt Materials ◽  
Stable Aggregate

. In this article, the authors have solved the applied problem of uniform distribution of fiber fibers in cold asphalt concrete mix. The principal possibility of uniform distribution of reinforcing elements in the form of short fibers of basalt and polyacrylonitrile fibers in the volume of reinforced asphalt materials based on microdispersed bitumens has been established. The technology of introducing fiber into mixtures-semi-finished asphalt materials based on microdispersed bitumens has been developed. At an asphalt concrete plant, a suspension ("solution") of basalt fiber or fiber from polyacrylonitrile fibers of the required concentration is prepared in a water supply container. The most appropriate way to mix water with fiber in the flow container is bubbling with compressed air using a compressor, which is the standard equipment of an asphalt concrete plant. Any dispersed-reinforced asphalt materials based on microdispersed bitumen can be prepared using a fiber "solution". Bituminous suspension in conditions that exclude water evaporation (in sealed containers), as a result of spontaneous processes, tends to a stable aggregate state. The most stable aggregate state of the bituminous suspension is plastic. In the process of preparing a bituminous suspension, it is necessary to ensure that it is obtained in a plastic state (similar to plasticine). In the plastic state, the mixture will not delaminate not only during storage, but also during transportation.

Method for Uniform Introduction of Fiber into a Bitumen Suspension for Arranging Springing Asphalt Concrete Layers

2020 ◽  
Vol 785 (10) ◽  
pp. 38-43
Author(s):  
S.Yu. ANDRONOV ◽  
◽  
Yu.E. VASIL’EV ◽  
A.V. KOCHETKOV ◽  
V.I. ALFEROV ◽  
...  
Keyword(s):  
Uniform Distribution ◽  
Asphalt Concrete ◽  
Thin Layers ◽  
Polyacrylonitrile Fiber ◽  
Fibrous Materials ◽  
Short Fibers ◽  
Asphalt Materials ◽  
Bending Loads ◽  
Reinforcing Material ◽  
First Time

Methods of uniform distribution of fibrous materials in asphalt materials with dispersed bitumen were studied. The key issue in this area is the technology of introducing reinforcing elements into the volume of asphalt concrete mix. Fiber from polyacrylonitrile fibers is considered as a reinforcing material. To achieve the maximum reinforcing effect for any materials, including asphalt, due to the introduction of short fibers and threads, their uniform distribution in semi-finished mixtures and in the formed structural material is necessary. The principal possibility of uniform distribution of reinforcing elements (in the form of short fibers of polyacrylonitrile fiber) in the volume of reinforced asphalt materials based on viscous dispersed bitumens is established. A method for the uniform introduction of fiber into the bitumen suspension for the arranging springing asphalt concrete layers has been developed. For the first time, a material from a bituminous suspension reinforced with polyacrylonitrile fiber, which is not destroyed in thin layers under the action of bending loads, but reversibly deformed, was obtained. Keywords: cold asphalt concrete mixes, dispersed bitumen, testing, springing asphalt concrete layers, fiber, bitumen suspension.

The Performance of Recycled Asphalt Materials I

2013 ◽  
Vol 668 ◽  
pp. 309-312
Author(s):  
Jia Liang
Keyword(s):  
Asphalt Concrete ◽  
Softening Point ◽  
Concrete Pavement ◽  
Recycled Asphalt ◽  
The Past ◽  
Comparison Results ◽  
Asphalt Materials ◽  
Asphalt Concrete Pavement

In the past few years, recycled asphalt materials have been used successfully in asphalt concrete pavement in China. However, there are no results of the performance of using abson method and vacuum rotating reclaim to recycled asphalt. The objective of this study is to investigation performance of recycled asphalt materials using abson method and vacuum rotating reclaim. Abson method and vacuum rotating reclaim were implemented to analyze the characteristics of different aging degree recycled asphalt in this article. Lanlian-70 asphalt put into pressure aging vessels after the time of 0 hour,5 hour,10 hour,15 hour, 20 hour of aging. Afterwards, the different aging degree asphalt was dissolved by trichloroethylene, and then asphalt solution reclaimed using abson method and vacuum rotating reclaim. In the end, the performances of recycled asphalt were tested, such as penetration, softening point, ductility. The characteristics were compared of different aging degree recycled asphalt and origin asphalt. Comparison results indicate that the indexes of recycled asphalt are decease of the penetration and ductility, increase of softening point. However, decreased value and increased value is minimal. Therefore, recycled asphalt will not make asphalt ageing in the process of recycled asphalt.

Research on Basalt Fiber Asphalt Concrete's Low Temperature Performance

2014 ◽  
Vol 505-506 ◽  
pp. 35-38 ◽  
Author(s):  
Chun Mei Gao ◽  
Shuo Han ◽  
Shuang Chen ◽  
He Li
Keyword(s):  
Low Temperature ◽  
Asphalt Concrete ◽  
Failure Strain ◽  
Basalt Fiber ◽  
Test Method ◽  
Temperature Performance ◽  
Low Temperature Cracking ◽  
Indirect Tensile ◽  
Low Temperature Performance ◽  
Temperature Damage

Conduct experimental study on low temperature performance about asphalt concrete with 6mm basalt fiber and without basalt, 6mm fibers whose dosage is 0.12%0.15% and 0.17%, test method is the indirect tensile test,test temperature is-10±0.5°C. The results show that basalt fiber improved the strength and failure strain of asphalt concrete in low temperature damage, reduced the failure stiffness,in which the maximum increased value of breaking strength is 3.41%, the maximum increased value of failure strain is 38.83%,and the maximum reduced value of failure stiffness is 25.52%,obviously improved low temperature cracking resistance of asphalt concrete;for low temperature performance, the optimum amount of value about 6mm basalt fiber is 0.15% .

Study of Road Property of Basalt Fiber Asphalt Concrete

2012 ◽  
Vol 238 ◽  
pp. 22-25 ◽  
Author(s):  
Yuan Zhao Chen ◽  
Zhen Xia Li
Keyword(s):  
Asphalt Concrete ◽  
Asphalt Mixture ◽  
Basalt Fiber ◽  
Temperature Stability ◽  
Asphalt Mixtures ◽  
Polyester Fiber ◽  
Pavement Performance ◽  
High Temperature Stability ◽  
Reference Mixture ◽  
Temperature Crack

In order to discuss the effectiveness of basalt fiber in reinforcing pavement performance of asphalt mixtures, the pavement performances of basalt fiber asphalt mixtures were investigated by tests of high temperature stability, water stability and low temperature crack resistance, and compared with the pavement performance of asphalt mixtures with polyester fiber and xylogen fiber, and that of reference mixture. The results show that pavement performance of fiber asphalt mixture are improved and optimized comparing with reference asphalt mixture, the performance of asphalt mixture with basalt fiber are excelled than those with polyester fiber and xylogen fiber while the dosage of fibers is keeping at the optimum.

scholarly journals Mechanical Properties of Crumb Rubber and Basalt Fiber Composite Modified Porous Asphalt Concrete with Steel Slag as Aggregate

Polymers ◽  
2020 ◽  
Vol 12 (11) ◽  
pp. 2552
Author(s):  
Chao Chai ◽  
Yongchun Cheng ◽  
Yuwei Zhang ◽  
Bing Zhu ◽  
Hang Liu
Keyword(s):  
Mechanical Properties ◽  
Asphalt Concrete ◽  
Steel Slag ◽  
Basalt Fiber ◽  
Crumb Rubber ◽  
Modified Bitumen ◽  
Porous Asphalt ◽  
Splitting Test ◽  
Porous Asphalt Concrete ◽  
Polymer Modified Bitumen

This paper studies the mechanical properties of porous asphalt concrete with styrene-butadiene-styrene (SBS) polymer modified bitumen as the binder, steel slag as the aggregate and crumb rubber and basalt fiber as modifiers. First, the appearance, mechanics, chemical composition and high-temperature stability of steel slag were studied by some equipment. Then, three kinds of porous asphalt concrete with SBS polymer modified bitumen as binder were produced, Namely, crumb rubber modified porous asphalt concrete (CR-PAC), basalt fiber modified porous asphalt concrete (BF-PAC), and basalt fiber and crumb rubber composite modified asphalt concrete (CM-PAC). Finally, the properties of the three kinds of modified PACs were studied through the Marshall test, freeze-thaw splitting test, low-temperature splitting test, permeability test, and creep test. The results showed that the crush value and abrasion value of steel slag are 15.1% and 13.5%, respectively; it has excellent strength and abrasion. In addition, the steel slag shows a porous structure and it provides an interface basis for a better bond with bitumen. For the three PACs, the results showed that the Marshall stability, water stability, and low-temperature crack resistance of CM-PAC are all the best Furthermore, CM-PAC has better rutting resistance than two single modified PACs, based on creep test results. The CM-PAC in this study can be used as a new type of pavement material.

Technology of Production and Application of Dispersed-Reinforced Asphalt Concrete Mixes with Basalt Fiber

2020 ◽  
Vol 779 (3) ◽  
pp. 70-75
Author(s):  
S.Yu. ANDRONOV ◽  
◽  
A.F. IVANOV ◽  
A.V. KOCHETKOV ◽  
◽  
...  
Keyword(s):  
Asphalt Concrete ◽  
Basalt Fiber ◽  
Technology Of Production

Study of the influence of the efficiency of application of asphalt concrete reinforced by basaltic fiber

2021 ◽  
Vol 2021 ◽  
pp. 117-128
Author(s):  
Artur Onyshchenko ◽  
◽  
Mykola Garkusha ◽  
Oleksandr Fedorenko ◽  
Yevgen Plazii ◽  
...  
Keyword(s):  
Mechanical Properties ◽  
Asphalt Concrete ◽  
Materials Science ◽  
Shape Change ◽  
Construction Materials ◽  
Basalt Fiber ◽  
Physical And Mechanical Properties ◽  
Operating Conditions ◽  
Concrete Mix ◽  
The Impact

Introduction. Increasing the load on highways and constantly increasing the intensity of traffic requires the use of road construction materials with improved physical and mechanical properties. Asphalt concrete is one of the most common and effective materials, which allows to provide the necessary strength and durability of the pavement structure. However, the use of traditional materials for its preparation - mineral material and road bitumen has a limited resource, which does not always meet traffic conditions. Modern scientific research in materials science allows to use mixtures of asphalt concrete and asphalt concrete road with the use of basalt fiber.Apply mixtures of asphalt concrete and asphalt concrete road with the use of basalt fiber, allows to increase the mechanical characteristics - tensile strength and resistance to fatigue from repeated loads, which increases the crack resistance of asphalt concrete layers of pavement structures, as well as increases resistance to shape change. accumulation of residual deformations.Problem Statement. From the literature analysis it is established that the coating of non-rigid pavement is in difficult operating conditions, which is confirmed by the intensive growth of defects in the form of tracks, landslides, inflows, cracks, due to increasing parameters of transport loads and high summer temperatures, so there is a need new materials.Purpose. Is to study the impact of the effectiveness of asphalt concrete reinforced with basalt fiber.Results. The results of physical and mechanical properties of asphalt concretes with the use of basalt fiber are obtained. The results of formation of residual deformations in the form of track in asphalt concrete with the use of basalt fiber are obtained. As a result of the conducted researches the analysis of efficiency of application of basalt fiber in asphalt concrete mix is executed.On the basis of the carried-out researches the basic requirements to asphalt concrete mix with use of basalt fiber are establishedConclusions. The research results were used in the development of regulations for the design, construction and repair of asphalt layers of roads in Ukraine.Keywords: asphalt concrete road with basalt fiber, asphalt concrete mixes with basalt fiber, loading, covering, stability, temperature.

scholarly journals An Experimental Study on Mechanical Properties of Self Compacting Concrete by using Fiber Reinforcement

2022 ◽  
pp. 12-18
Author(s):  
Gopu Anil ◽  
◽  
Gomasa Ramesh ◽  
Keyword(s):  
Carbon Fiber ◽  
Glass Fiber ◽  
Basalt Fiber ◽  
High Water ◽  
Strength Properties ◽  
Plastic State ◽  
Self Compacting Concrete ◽  
Modest Improvement ◽  
Detailed Assessment ◽  
Hardened Properties

The invention of Self Compacting Concrete has been tremendous and continuing growth in the working area over the past decade, culminating in its widespread usage in today’s reality. It outperforms regular cement in application and completion, cost, work reserve funds, and solidity. The addition of strands enhances its qualities, particularly those related to SCC’s post- break behaviour. The goal is to investigate the strength properties of SCC when mixed with various types of strands. Different strand types and filament speeds are among the variables studied. The essential characteristics of SCC, including strength, break energy, sturdiness, and sorptivity, must be controlled. The hydrated design and security development between fiber and blend will be examined using an electron microscope to examine the tiny building of several mixes. 12mm cut glass fiber, carbon fiber, and basalt fiber will be used in the request, as they have been for quite some time. 0.0 percent, 0.1 percent, 0.15 percent, 0.2 percent, 0.25 percent, and 0.3 percent of strands are removed based on volume. The request is broken down into two parts. The first half involves creating a planned blend for SCC of a detailed assessment, such as M30. The second half involves adding filaments such as glass, basalt, and carbon strands to the SCC blends and evaluating and verifying their plastic and hardened properties. The experiment demonstrates a modest improvement in SCC aspects by adding strands of various types and altering the volume. Carbon fiber is the most improved in the more challenging state, followed by Basalt fiber and Glass fiber, and the least improved in the plastic state due to its high-water absorption. Glass fiber fared better in the plastic state. Basalt fiber fared better in the present study regarding cost, appropriate amount, and overall viability.

scholarly journals STUDY OF COMPOSITE TECHNOLOGIES GLASS FIBER BASALT ASPHALT MIXTURES TAKING INTO ACCOUNT THE INFLUENCE OF TEMPERATURE REGIME

2016 ◽  
Vol 2 (1) ◽  
pp. 134-137
Author(s):  
Андронов ◽  
Sergey Andronov
Keyword(s):  
Mechanical Properties ◽  
Glass Fiber ◽  
Uniform Distribution ◽  
Temperature Regime ◽  
Asphalt Concrete ◽  
Physical And Mechanical Properties ◽  
Structural Member ◽  
Asphalt Mixtures ◽  
Basalt Fibers ◽  
Influence Of Temperature

Asphalt concrete exposed to cracking, flaking, chipping, formation of ruts, waves and troughs. Introduction into a mixture of small size (discrete) components allows achieving their uniform distribution (dispersion) in the mixture and obtain a "composite" material having a high physical and mechanical properties in the finished structural member. Studied technology of composite dispersion-reinforced with basalt fibers asphalt mixtures, taking into account the influence of temperature.

scholarly journals Two-layer Composite Reinforced With Basalt Fibers of Various Lengths

2020 ◽  
Vol 6 (5) ◽  
pp. 12-20
Author(s):  
Zh. Aydaraliev ◽  
M. Abdiev ◽  
Yu. Ismanov
Keyword(s):  
Composite Material ◽  
Composite Materials ◽  
Bending Strength ◽  
Basalt Fiber ◽  
Strength Properties ◽  
Entire Length ◽  
Multilayer Composite ◽  
Short Fibers ◽  
Basalt Fibers ◽  
Multilayer Composite Material

The article considers the issues of creating composites using long, continuous structures along the entire length of the structure, and short basalt fibers, and, based on them, multilayer composite materials as reinforcement. A mathematical description of the strength properties of multilayer composite materials based on layers of composites using long, continuous along the entire length of the structure, and short basalt fibers as reinforcement is considered. The results of theoretical studies showed that the multilayer composite material has improved properties. The first layer of material, which is a layer of reinforcement made of continuous fibers, provides tensile and bending strength. The second layer of composite material provides thermal insulation properties and compressive and deformation strength. This layer consists of a composite whose reinforcement is short fibers. It is shown that a multilayer composite material, which is a combination of composites created on the basis of long continuous and short fibers, works as a single system. The first layer of the composite, created on the basis of continuous fibers, works in tension and bending, the second layer, created on the basis of short fibers, determines the strength characteristics during compression and deformation. In order to confirm the theoretical results, work was carried out to create composites based on long and short basalt fibers. When creating a layered composite, a heat-insulating plate was used as the first component, which was reinforced with pieces of basalt fiber. For the production of such plates, a plant was developed to obtain pieces of basalt fiber and further uniform distribution of these pieces in a composite plate. A multilayer composite material with improved properties based on long and short basalt fibers is obtained. The composite slab was reinforced with a mesh assembled from continuous basalt fibers.

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