Hossein MolaAbasi

TL;DR: In this article, the effects of zeolite on the characteristics of cemented sands are investigated, based on an experimental program, and the results show the improvements of unconfined compressive strength (UCS) and failure properties of the cemented sand when the cement is replaced by zerosolite at an optimum proportion of 30%.

TL;DR: In this paper, a Group Method of Data Handling (GMDH) type neural network is used to estimate the C r from more simply determined index properties such as the liquid limit (LL) and initial void ratio ( e 0 ) as well as specific gravity ( G s ).

TL;DR: In this paper, the effect of partial cement replacement with zeolite on the mechanical behavior of the cement-stabilized expansive soil was evaluated, and the results indicated that the addition of cement led to an increase in the maximum dry density (MDD) and optimum moisture content (OMC) of the soil-cement mixture, whereas increasing the zerosolite content resulted in opposite trends.

TL;DR: In this paper, the effects of cement and zeolite contents on the strength of sand using unconfined compressive strength (UCS) and splitting tensile strength (qt) were examined.

TL;DR: In this article, the authors investigated the potential of a zeolite stabilizer known as additive material to improve the properties of cemented sands, based on an experimental program, it has been tried to investigate the possibility of adding a zirconic stabilizer to cemented sand.