scholarly journals Influence of mineral fillers on the rheological response of polymer-modified bitumens and mastics

Author(s):  
F. Cardone ◽  
F. Frigio ◽  
G. Ferrotti ◽  
F. Canestrari
2019 ◽  
Vol 768 (3) ◽  
pp. 57-63
Author(s):  
A.A. ASKADSKII ◽  
◽  
A.V. MATSEEVICH ◽  
K.S. PIMINOVA ◽  
O.A. GORBACHEVA ◽  
...  

2020 ◽  
Author(s):  
I. A. Zagidullina ◽  
M. F. Galikhanov ◽  
R. I. Kamalova ◽  
G. F. Sharipova ◽  
R. Z. Khairullin

2019 ◽  
Vol 974 ◽  
pp. 267-272
Author(s):  
Ludmila A. Suleymanova ◽  
Inna A. Pogorelova ◽  
Andrey V. Kocherzhenko ◽  
Igor S. Ryabchevsky

The authors investigated the possibility of increasing the basic operational properties of polyurethane foam by introducing such mineral fillers as clay, loam, sand, and others, including man-made ones. For the first time polyurethane foam filling with industrial waste from mining and processing plants, in particular, wet magnetic separation of ferruginous quartzites (hereinafter - tailings) was proposed. The resulting insulating composites with improved performance properties will expand the use range of the material in construction.


2013 ◽  
Vol 752 ◽  
pp. 209-216 ◽  
Author(s):  
Róbert Géber ◽  
László A. Gömze

The present research work deals with the examination and rheological modelling of flow properties of asphalt mastics which are the most important components of asphalt concretes. Asphalt mastics are mixtures of fine grained mineral filler particles (d<0,063 mm) and bitumen, having a stabilizing role in asphalt mixtures and largely determining the cohesion between mineral particles and bitumen. During our examinations two types of mineral fillers – limestone and dolomite – as well as standard bitumen were tested, which are extensively used in Hungarian road construction. Asphalt mastic mixtures were prepared out of these materials and they were tested with dynamic shear rheometer (DSR). According to the test results, rheological models of mastics were determined. It has been established that at different test temperatures and shear rate ranges asphalt mastics behave as Herschel-Bulkley and Bingham-type materials.


2009 ◽  
Vol 3 (S2) ◽  
pp. 1313-1326 ◽  
Author(s):  
Olivier Guiraud ◽  
Pierre J. J. Dumont ◽  
Laurent Orgéas ◽  
Jean-Pierre Vassal ◽  
Thai-Hung Le ◽  
...  

2021 ◽  
Vol 410 ◽  
pp. 605-610
Author(s):  
Kseniya A. Timakova ◽  
Yuriy T. Panov ◽  
Evgeniy A. Timakov

The paper investigates the effect of fillers on the viscosity properties of one-pack polyurethane sealants. It is noted that with the introduction of such mineral fillers as Mikarb, Midol, MTD2 chalk and aluminum hydroxide, the dynamic viscosity of the composition increases uniformly, while when filled with chemically precipitated Calofort SV chalk and MT-GShM talc, an abnormally sharp increase in viscosity is observed. Such an increase in viscosity for Calofort SV is explained by a highly developed surface, in contrast to other fillers. Talc is characterized by a plate-like shape of particles, which leads to a complex orientation of talc particles in the composition and shear difficulties.It was found that a sealant filled with chemically precipitated chalk has more than 100 pts. wt.(parts by weight), per 100 pts. wt. of the prepolymer under the influence of shear forces (at a constant shear rate) during the first 10 minutes of exposure, a sharp decrease in viscosity is observed, which is characteristic of thixotropic compositions, reaching a constant value after 5-10 minutes. After 10 minutes, the thixotropy of the sealant is restored. Talc does not impart thixotropic properties to the sealant composition.


Author(s):  
Elena Aleksandrovna Belyakova ◽  
Roman Nikolaevich Moskvin ◽  
Varvara Sergeevna Yurova
Keyword(s):  

2005 ◽  
Vol 441 (1) ◽  
pp. 13-26 ◽  
Author(s):  
Laura Andreozzi ◽  
Massimo Faetti ◽  
Fabio Zulli ◽  
Marco Giordano ◽  
Giancarlo Galli

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