JAPANESE STUDIES ON DETERIORATION OF BALLASTED TRACK

被引：95

作者：

SATO, Y

机构：

来源：

VEHICLE SYSTEM DYNAMICS | 1995年 / 24卷

关键词：

D O I：

10.1080/00423119508969625

中图分类号：

TH [机械、仪表工业];

学科分类号：

0802 ;

摘要：

In 1950's, studies on track deterioration due to ballast settlement were initiated in Japan. These included those not only on the settlement of ballast, but also on the ballast acceleration which caused the ballast settlement and proposed the coefficient of track deterioration. The design of the track of the Tokaido Shinkansen depended on it. Since then the studies have been continued up to now on the track state related to maintenance work, on the growth of track irregularity and finally on the convergence of track irregularities.

引用

页码：197 / 208

页数：12

共 10 条

[1]

Satoh Y., Experiment on Ballast Settlement due to Repeated Loading

[2]

Satoh Y., Onishi A., Tanaka S., Experiment on grading of crushed stone ballast

[3]

Satoh Y., Theoretical Consideration on the Relation between Structure of Railway Track and Vibration

[4]

Sato Y., Morimura T., Watanabe S., Theoretical Analyses and Experimental Results on Track Moduli with Use of Wheel-Set Drop Test, 24, (1995)

[5]

Hoshino Y., Y, Design of Track Structure for the Viewpoint of Track Dynamics

[6]

Sugiyama T., Survey on Growth of Track Irregularity and Is Analysis

[7]

Sugiyama T., Yoshimi K., Miyai T., Hosokawa T., Investigation on Track Deterioration and Rate of Track Rectification in 6 Sub-Depots, Pre-report, pp. 79-120

[8]

Analysis on System Behaviour of Railway Track, (1989)

[9]

Sato Y., Composition of a System for Mechanical Track Maintenance of Railway, (1992)

[10]

Theoretical analysis on Convergence of Track Irregularity viewed from Statistical Characteristics

← 1 →