TY - GEN
T1 - Evaluating ballast stabilization during initial compaction phase
AU - Liu, Shushu
AU - Huang, Hai
AU - Qiu, Tong
N1 - Publisher Copyright:
© Copyright 2018 by ASTM International.
PY - 2018
Y1 - 2018
N2 - The railroad ballast initial compaction phase occurs immediately after the construction or maintenance of a track is finished. The ballast particles are densified into a more compact state after certain load repetitions. With increases in heavy haul trains, the heavy loads imposed on the track significantly change the ballast behavior. In order to investigate the ballast particle movement in different track conditions, this paper presents a series of ballast box tests. Three types of tests were conducted as follows: one with an unstabilized track section, one with a track section geogrid-stabilized at a depth of 30 cm, and another one with a track section geogrid-stabilized at a depth of 40 cm. The track section consists of two half-crossties, a rail, ballast, subballast, and subgrade. Four wireless devices, "SmartRocks, " were installed underneath the rail seat and underneath the shoulder at a depth of 30 cm and 40 cm, respectively, to monitor the ballast particle movement under cyclic loading. The ballast behavior in different sections is compared and discussed in this paper.
AB - The railroad ballast initial compaction phase occurs immediately after the construction or maintenance of a track is finished. The ballast particles are densified into a more compact state after certain load repetitions. With increases in heavy haul trains, the heavy loads imposed on the track significantly change the ballast behavior. In order to investigate the ballast particle movement in different track conditions, this paper presents a series of ballast box tests. Three types of tests were conducted as follows: one with an unstabilized track section, one with a track section geogrid-stabilized at a depth of 30 cm, and another one with a track section geogrid-stabilized at a depth of 40 cm. The track section consists of two half-crossties, a rail, ballast, subballast, and subgrade. Four wireless devices, "SmartRocks, " were installed underneath the rail seat and underneath the shoulder at a depth of 30 cm and 40 cm, respectively, to monitor the ballast particle movement under cyclic loading. The ballast behavior in different sections is compared and discussed in this paper.
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U2 - 10.1520/STP160520170032
DO - 10.1520/STP160520170032
M3 - Conference contribution
AN - SCOPUS:85047629026
T3 - ASTM Special Technical Publication
SP - 105
EP - 122
BT - Railroad Ballast Testing and Properties
A2 - Szecsy, Richard
A2 - Stark, Timothy D.
A2 - Swan, Robert H.
PB - ASTM International
T2 - International Symposium on Railroad Ballast Testing and Properties 2018
Y2 - 24 January 2018 through 24 January 2018
ER -