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contributor authorWilliam Fergus Anderson
contributor authorAndrew John Key
date accessioned2017-05-08T21:26:58Z
date available2017-05-08T21:26:58Z
date copyrightApril 2000
date issued2000
identifier other%28asce%291090-0241%282000%29126%3A4%28317%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/51880
description abstractRailway track ballast requires regular attention to maintain line and level. A recently developed maintenance method, known as pneumatic ballast injection (PBI) or stoneblowing, re-levels and realigns the track by lifting the sleepers and track and blowing smaller size gravel between the ballast and the base of the sleeper. This creates a two-layer ballast bed. Series of large-scale model tests have been carried out to gain a better understanding of the behavior of such a bed under repeated loading. The results confirm that stoneblowing is a better form of track maintenance than the commonly used ballast tamping method, but the size and type of stone and the thickness of the injected layer are of critical importance in determining the postmaintenance behavior.
publisherAmerican Society of Civil Engineers
titleModel Testing of Two-Layer Railway Track Ballast
typeJournal Paper
journal volume126
journal issue4
journal titleJournal of Geotechnical and Geoenvironmental Engineering
identifier doi10.1061/(ASCE)1090-0241(2000)126:4(317)
treeJournal of Geotechnical and Geoenvironmental Engineering:;2000:;Volume ( 126 ):;issue: 004
contenttypeFulltext


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