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contributor authorEmad Kahrizi
contributor authorTaher Rajaee
contributor authorMehdi Sedighi
date accessioned2022-12-27T20:45:02Z
date available2022-12-27T20:45:02Z
date issued2022/12/01
identifier otherAJRUA6.0001258.pdf
identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4287921
description abstractThe use of porous concrete for paving urban pathways and reducing water pollution is particularly important. Pumice, scoria, zeolite, travertine, and metal sulfide nanoparticles can reduce water pollution. In this study, the effect of the volume percentage of several adsorbents, such as pumice, scoria, zeolite, travertine, and iron sulfide nanoparticles, as alternatives to concrete aggregates, was investigated with regard to the physical properties of concrete specimens, including compressive strength, porosity, and permeability coefficient. In order to study the effect of the adsorbents, a surrogate model trained by metamodel methods was used. Kriging, polynomial response surface method (PRSM), and radial basis function (RBF) methods were used as metamodel approaches. Kriging was found to have the least error in estimating compressive strength, porosity, and permeability coefficients. The failure probabilities of the performance functions defined by the kriging, PRSM, and RBF methods were estimated to be 0.0081, 0.0080, and 0.0019, respectively.
publisherASCE
titleProbabilistic and Experimental Investigation of the Effect of Mineral Adsorbents on Porous Concrete Using Kriging, PRSM, and RBF Methods
typeJournal Article
journal volume8
journal issue4
journal titleASCE-ASME Journal of Risk and Uncertainty in Engineering Systems, Part A: Civil Engineering
identifier doi10.1061/AJRUA6.0001258
journal fristpage04022047
journal lastpage04022047_14
page14
treeASCE-ASME Journal of Risk and Uncertainty in Engineering Systems, Part A: Civil Engineering:;2022:;Volume ( 008 ):;issue: 004
contenttypeFulltext


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