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contributor authorSohrab Pahlevani
contributor authorKazem Jadidi
contributor authorSayyed Mahdi Abtahi
contributor authorSayyed Mahdi Hejazi
contributor authorMoses Karakouzian
date accessioned2022-01-31T23:34:40Z
date available2022-01-31T23:34:40Z
date issued4/1/2021
identifier other%28ASCE%29MT.1943-5533.0003668.pdf
identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4269976
description abstractSteel slag accumulation is one of the major issues for steel manufacturing companies, because it occupies a large portion of a company’s yard. Investigators have suggested various applications for using slag in other industries. There is great potential for using slag as an aggregate in road and railway construction. Evidence demonstrates the compatibility of slag for road base and subbase construction. However, the use of slag as a subballast for railway construction has not been investigated thoroughly. This research studied the application of slag to subballast railway construction. A railway subballast layer requires a high shear strength, which is greater than slag’s shear strength. Therefore, the authors modified the slag with 1%, 2%, and 3% gilsonite, or natural binder, and performed Los Angeles abrasion, direct shear, and California bearing ratio tests on the modified slag. The results of all experiments indicated significant improvement in the modified slag’s shear strength properties, which makes gilsonite-modified slag a potential replacement for traditional subballast material.
publisherASCE
titleApplication of Gilsonite-Modified Slag as a Subballast Layer with Recommendations for Optimum Content of Gilsonite
typeJournal Paper
journal volume33
journal issue4
journal titleJournal of Materials in Civil Engineering
identifier doi10.1061/(ASCE)MT.1943-5533.0003668
journal fristpage04021049-1
journal lastpage04021049-7
page7
treeJournal of Materials in Civil Engineering:;2021:;Volume ( 033 ):;issue: 004
contenttypeFulltext


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