Mechanical behavior of fouled polyurethane stabilized ballast (PSB).
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2012-11-01
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Abstract:The United State (US) Department of Transportation (DOT) estimates that the demand for rail freight transportation (tonnage) will ; increase 88% by 2035, North American railroads spend about $3.4 billion every year on track substructure maintenance and renewal ; due to track-component degradation. With increase in traffic density and weight will cause more deformation and consequently more ; maintenance of the ballast layer. It is necessary to develop an alternative method in order to decrease maintenance cost. One such ; method is injection of polyurethane resin at critical locations in the ballast. It has been demonstrated that this method is effective on ; clean ballast as a preventive measure. This study is aimed at evaluating its effectiveness in remediating already fouled ballast. Thus, ; clean ballast was mixed with various types of fouling at different amounts, water contents, and sealed in rectangular (76 mm x 76 mm ; x 290 mm) and cylindrical (254 mm x 508 mm) molds. The polyurethane was injected into the molds and the specimens were allowed ; to cure for 24 hours. This testing protocol was developed to quantify plastic deformation, flexural strength and unconfined ; compressive strength of the fouling ballast stabilized by polyurethane. The results show that the injection of polyurethane into fouled ; ballast significantly reduces plastic strain, increase strength, and minimize fines intrusion. Increasing amount of fouling material and ; water content reduces strength and increase plastic strain. Results of this study are also compared with previous study conducted on ; clean ballast induced by polyurethane. It is found that a use of polyurethane injection into the ballast can be a fast and cost effective ; solution for maintenance of the railway systems.
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Main Document Checksum:urn:sha256:d748872f40f673e7998065a8152850eadc7884bd85a08ca5d355e45658120b53