Tenders Are Invited For Ground Stabilization Work – 26E30064 - Nordhorn Main Customs Office; New Building - Special Foundation Engineering

Ground Stabilization Work – 26E30064 - Nordhorn Main Customs Office; New Building - Special Foundation Engineering. Special Civil Engineering Begins With Improving The Subsoil. After Excavating The Ground, A Working Level Is Created Below The Main Building. The Vibrating Tamping Columns Then Follow In The Area Of ​​The Building That Does Not Have A Basement, In Accordance With The Static Specifications. The Excavation Pit Is Secured By Sheet Piling That Is Anchored With Temporary Strand Anchors. In Order To Prevent Rising Water From Penetrating, A Sealing Layer Is Created Below The Future Sole Using A Jet Jet Process. Once These Measures Have Been Completed, The Construction Pit For The Basement Will Be Excavated. According To The Report, Additional Dewatering Measures Are Required To Drain Surface Water Into The Excavation Pit. The Soil Improvement Measures Then Follow Below The Soles Of The Basement By Specialist Civil Engineering. The Specialist Civil Engineering Team Leaves The Construction Site Again Until The Sheet Pile Walls Are Pulled.