Volume 12 Issue 3
Apr.  2011
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SU Yi, XU Zhaoyi, WANG Lianjun. 2004: THE INFLUENCE OF DIFFERENT ROADBED ENGINEERING CONSTRUCTION ON THE ROADBED CRACK OF QINGHAI-TIBET RAILWAY. JOURNAL OF ENGINEERING GEOLOGY, 12(3): 292-297.
Citation: SU Yi, XU Zhaoyi, WANG Lianjun. 2004: THE INFLUENCE OF DIFFERENT ROADBED ENGINEERING CONSTRUCTION ON THE ROADBED CRACK OF QINGHAI-TIBET RAILWAY. JOURNAL OF ENGINEERING GEOLOGY, 12(3): 292-297.

THE INFLUENCE OF DIFFERENT ROADBED ENGINEERING CONSTRUCTION ON THE ROADBED CRACK OF QINGHAI-TIBET RAILWAY

  • Received Date: 2004-01-09
  • Rev Recd Date: 2004-02-27
  • Publish Date: 2004-08-22
  • Based on the experimental results of the temperature and deformation of reinforcement embankment and station roadbed in some tests of the Qinghai-Tibet railway, the authors analyze the characters of ground temperature and deformation in reinforcement embankment and station roadbed. The influence of different roadbed engineering construction on the roadbed crack due to embankment reinforcing and roadbed widening is then characterized.
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