Application of grouting and retaining wall technology in settlement control of high railway subgrade
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Affiliation:

1.Chengde Construction Section of Beijing Railway Bureau Group Co., Ltd., Chengde Hebei 067000, China;2.Inner Mongolia Shitong Geotechnical Engineering Co., Ltd., Ordos Inner Mongolia 014300, China

Clc Number:

U216.4

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    Abstract:

    There are 5 sections of artificially filled high subgrade subsiding of 100~600mm in Tahuangqi East Station of Tangshan-Baotou Railway Line, which seriously affects driving safety. In view of such problem, the upper part of the subsidence subgrade was filled with soil, the bottom of the ballast was grouted, the retaining walls were added and stones were layed on the shoulder of the subsidence section at the two edges of the station area. In the construction process, the construction difficulties such as the secondary vertical reverse transport of materials in the high subgrade station area, near horizontal tilt implantation of the grouting pipe at the top of the subgrade in the high subgrade station area, sealing of the ring gap of the grouting pipe wall and the implantation of the grouting pipe on the line rail are solved. The quality standards and engineering objectives of disease control were achieved.

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History
  • Received:November 21,2022
  • Revised:February 18,2023
  • Adopted:February 20,2023
  • Online: April 10,2023
  • Published: March 10,2023