DESIGN OF SUBSOIL IMPROVEMENT BELOW HALL FLOORS

Acta Polytechnica CTU Proceedings

Peter Turček¹  Monika Súlovská¹ 

[1] Katedra geotechniky, Stavebná fakulta STU, Radlinského 11, 810 05 Bratislava;

关键词: engineering geological investigation, soil improvement, gravel columns, decreasing the settlement, consolidation;   

DOI  :  10.14311/APP.2017.10.0056

来源: DOAJ

【 摘 要 】

The construction of an industrial park is now being prepared near the town of Nitra. The investor fixed very strict conditions for the bearing capacity and, above all, the settlement of halls and their floors. The geological conditions at the construction site are difficult: there are soft clay soils with high compressibility and low bearing capacity. A detailed analysis of soil improvement was made. Stone columns were prepared to be fitted into an approximately 5 m thick layer of soft clay. The paper shows the main steps used in the design of the stone columns.

【 授权许可】

Unknown