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Application dynamic compaction replacement technology in reinforcing stone subgrade of high-speed railway

  • Ming Lei Ma*
  • , Gui Ling Wang
  • , Yong Hong Wang
  • , Wen Tao Wang
  • , He Cai Song
  • , Zuo Long Du
  • *Corresponding author for this work
  • Ltd

Research output: Contribution to journalArticlepeer-review

Abstract

The construction of city-connected high-speed railway in Northeast China has confronted a difficult problem in improving the bearing capacity of soft soils. The construction interval is in a small basin. The thickness of the silty clay is from 0.4 m to 9.6 m. There exists irregular size of erratic stones, the diameter of the stone is from 0.2 m to 2 m. The volume fraction of the stone is around 15%~20%. The drilling tool is prone to be broken when the bit meets silty clay, and the pile hole is easy to be inclined. It is technically poor and the economic feasibility is low. This problem is solved by applying the dynamic compaction replacement technology in reinforcing the stone subgrade of high-speed railway. By using the improved technology, a steady subgrade and economic benefits are achieved.

Original languageEnglish
Pages (from-to)879-883
Number of pages5
JournalYantu Gongcheng Xuebao/Chinese Journal of Geotechnical Engineering
Volume35
Issue numberSUPPL.2
StatePublished - Oct 2013

Keywords

  • Bored pile
  • Dynamic compaction
  • High-speed railway
  • Stone
  • Stone pier

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