The bond–slip behavior of stiffened deep cement mixing (SDCM) piles—which is crucial for
their bearing capacity—evolves continuously with curing age. In the study reported here, 20 …

There are several methods to predict the compression strength of reinforced concrete
columns confined by FRP, such as experimental methods, theory of elasticity and plasticity …

While fiber-reinforced plastic (FRP) materials have been largely used in the retrofitting of
concrete buildings, its application has been limited because of some problems such as de …

It is generally accepted that the shear strength of Reinforced Concrete (RC) deep beams
depends on the mechanical and geometrical parameters of the beam. The accurate …

The bond between rebar and concrete is one of the significant parameters which impacts the
behavior of reinforced concrete (RC) elements. Considering the corrosion of steel bars and …

Although it is well known that masonry walls are vulnerable to seismic loadings, they are still
widely deployed for dwellings in many countries. Therefore, research on masonry walls has …

Flow number of asphalt–aggregate mixtures as an explanatory factor has been proposed in
order to assess the rutting potential of asphalt mixtures. This study proposes a multiple …

This study investigates the prediction model of compressive strength of self–compacting
concrete (SCC) by utilizing soft computing techniques. The techniques consist of adaptive …

Considering the complexity of shear mechanisms of reinforced concrete beams and the
effects of various parameters, creating a general model for the accurate estimation of the …

The present paper proposes modeling the debonding strength of masonry elements
retrofitted with Fiber Reinforced Polymer (FRP) using a robust support vector machine …