Javad Tanzadeh

TL;DR: In this paper, a draindown test, Cantabro test, permeability test and an indirect tensile strength test and moisture susceptibility were used to evaluate the performance of OGFC mixtures.

TL;DR: In this paper, a composite of basalt fibers and diatomite was used to enhance fatigue life and tensile strength of hot mix asphalt (HMA), and the results indicated that the use of the fibers in reinforced mixes with diatomites ended up with doubling the fatigue life.

TL;DR: In this paper, the authors used a combination of 0.5 percent of styrene butadiene styrene (SBS) and the amount of 2 and 4 percent of nano silica and as well as hybrid synthetic fiber to improve the performance of modified porous asphalt mixtures, leading to a reduction in weight loss of asphalt binder and also increase the tensile strength and resistance to rutting.

TL;DR: In this paper, an optimization of mixing plan of basalt fiber concrete including optimal fiber contents, the largest nominal size of aggregate and optimal fiber size was investigated to achieve the best performance.

TL;DR: In this article, the authors evaluated the strength of the concrete modified by fibers and nanomaterials in terms of comparison with conventional concrete and shotcrete and found that the maximum increase in compression and flexural strength of modified concrete were 20.6 and 52%, respectively of its optimum compounds for 0.7% glass fiber with 1% nano-Al2O3 and 1.5% Nano-SiO2, while these values were increased by 22.9 and 75%, respectively.