Effects of Fly Ash on Sand Fixation with Microbial-Induced CarbonateSource: Journal of Highway and Transportation Research and Development (English Edition):;2020:;Volume ( 014 ):;issue: 002Author:Biao-zhi Zhang
DOI: 10.1061/JHTRCQ.0000729Publisher: ASCE
Abstract: Different samples of eolian sand were treated to study the sand-fixing effect of microbial-induced mineralization after mixing fly ash with eolian sand. The effects of blending fly ash on microbial-induced mineralization and sand fixation were investigated by measuring permeability, water retention, surface strength, and wind erosion resistance. After three times of microbialinduced mineralization treatment with 30% fly ash, the permeability coefficient decreased by 79.4%, the cumulative evaporation decreased by 26.5%, the surface strength increased by 19.9%, and the wind erosion rate decreased by 21.2%. The yield of calcium carbonate was negatively correlated with wind erosion rate and positively correlated with surface strength. In conclusion, mixing fly ash is more practical than simply using microbial-induced mineralization to fix sand, which can considerably reduce the permeability and improve the water retention, surface strength, and wind erosion resistance of the solidified layer of aeolian sand.
|
Show full item record
contributor author | Biao-zhi Zhang | |
date accessioned | 2022-01-30T21:20:07Z | |
date available | 2022-01-30T21:20:07Z | |
date issued | 6/1/2020 12:00:00 AM | |
identifier other | JHTRCQ.0000729.pdf | |
identifier uri | http://yetl.yabesh.ir/yetl1/handle/yetl/4268021 | |
description abstract | Different samples of eolian sand were treated to study the sand-fixing effect of microbial-induced mineralization after mixing fly ash with eolian sand. The effects of blending fly ash on microbial-induced mineralization and sand fixation were investigated by measuring permeability, water retention, surface strength, and wind erosion resistance. After three times of microbialinduced mineralization treatment with 30% fly ash, the permeability coefficient decreased by 79.4%, the cumulative evaporation decreased by 26.5%, the surface strength increased by 19.9%, and the wind erosion rate decreased by 21.2%. The yield of calcium carbonate was negatively correlated with wind erosion rate and positively correlated with surface strength. In conclusion, mixing fly ash is more practical than simply using microbial-induced mineralization to fix sand, which can considerably reduce the permeability and improve the water retention, surface strength, and wind erosion resistance of the solidified layer of aeolian sand. | |
publisher | ASCE | |
title | Effects of Fly Ash on Sand Fixation with Microbial-Induced Carbonate | |
type | Journal Paper | |
journal volume | 14 | |
journal issue | 2 | |
journal title | Journal of Highway and Transportation Research and Development (English Edition) | |
identifier doi | 10.1061/JHTRCQ.0000729 | |
page | 6 | |
tree | Journal of Highway and Transportation Research and Development (English Edition):;2020:;Volume ( 014 ):;issue: 002 | |
contenttype | Fulltext |