A complex of works on soil stabilization at the base of a part of the foundations of a grain tempering device on the railway and at the base of the foundations of railway Scales.

• Reason for the request: railway Scales are unstable.
• Problem: Uncompressed soil during site planning, high ground water level.
• Goal: soil stabilization at the base of foundations.
• Completed works:
  • stabilization of the ground at the base of the foundations of railway scales;
  • stabilization of the ground at the base of part of the foundations of the grain dispenser on the railway.
• Methods used: Deep Stabilization
• scope of work:
  • soil stabilization at the base of the foundations of railway scales with a layer thickness of 2.80 m;
  • soil stabilization at the base of a part of the foundations of a grain tempering device on a railway with a layer thickness of 1.30 m.