Preprint Article Version 1 Preserved in Portico This version is not peer-reviewed

Bearing Capacity and Sustainable Construction of Vacuum Drainage Pipe Pile

Version 1 : Received: 14 March 2023 / Approved: 15 March 2023 / Online: 15 March 2023 (02:47:13 CET)

A peer-reviewed article of this Preprint also exists.

Lin, W.-K.; Tang, X.-W.; Zou, Y.; Liang, J.-X.; Li, K.-Y. Research on the Bearing Capacity and Sustainable Construction of a Vacuum Drainage Pipe Pile. Sustainability 2023, 15, 7555. Lin, W.-K.; Tang, X.-W.; Zou, Y.; Liang, J.-X.; Li, K.-Y. Research on the Bearing Capacity and Sustainable Construction of a Vacuum Drainage Pipe Pile. Sustainability 2023, 15, 7555.

Abstract

To further explore the bearing capacity and sustainable construction of vacuum drainage pipe (VDP) piles, field tests were carried out to compare and analyze the ultimate single pile bearing capacity, pile side friction and pile end resistance of ordinary piles and vacuum drainage pipe piles. The effect of the VDP pile on energy conservation and emission reduction in practical projects is discussed. The results shows that the VDP pile basically eliminated the soil squeeze and did not cause excessive relative displacement of pile and soil after vacuum consolidation. The VDP pile enhances pile side friction resistance, resulting in a 17.6% increase in ultimate bearing capacity compared to traditional piles. The VDP pile method can reduce carbon emissions by 31.4% compared to traditional methods. This study provides guidance for the production and design of VDP piles in the future and demonstrates their potential for energy conservation and emission reduction benefits compared to traditional methods.

Keywords

pile; sustainable construction; soft soil; compressive bearing capacity; carbon emission

Subject

Engineering, Civil Engineering

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