Mohammad Mohsen Toufigh

TL;DR: In this article, the feasibility of using a geopolymer based on recycled glass powder (RGP) to improve the mechanical behavior of clay soils was investigated, and the results revealed that the UCS and (ef) of specimens that were stabilized using the geopolymers were increased in comparison to the unstabilized specimens.

TL;DR: In this article, the viability of using calcium carbide residue (CCR) as an alkaline activator and recycled glass powder (RGP) as a precursor to improve properties of clay soils was investigated.

TL;DR: In this article, the influence of different degrees of saturation upon the unconfined compressive strength (qu) of lime concrete was investigated, and the optimum amounts of water and clay soil were determined based on flow table tests and uniaxial compression tests.

TL;DR: This study presents an application of two improved adaptive neuro-fuzzy inference system (ANFIS) techniques to estimate ultimate piles bearing capacity on the basis of cone penetration test (CPT) results basically used in analysis of pile foundations.

TL;DR: In this paper, a mesh deforming finite element method based on Nelder-Mead simplex optimization is presented to solve unconfined seepage problems, where the phreatic line resulted from mesh deformation methods is rarely a smooth and continuous curve.