RESEARCH

Individual vacuum consolidation

Native sealing layer and individual vacuum on drains

Construction New Technology No. 568

Individual vacuum consolidation

Vacuum soft-ground improvement with perforated/non-perforated spiral cylindrical drains and airtight connectors

Construction New Technology

No. 568

Vacuum soft-ground improvement with perforated/non-perforated spiral drains and airtight connectors

Method overview

  • Native ground as sealing layer — vacuum consolidation without airtight sheet (No. 568)
  • Direct vacuum on PVDs — individual vacuum and load transfer by depth
  • Direct suction and discharge of inflow pore water
  • SD method alone or with surcharge — isotropic consolidation and rapid fill
  • Perforated/non-perforated crossing drain — sand-layer response
System section — PVD, connector, separator, vacuum pump
System — PVD, horizontal piping, separator, vacuum pump

Method features

Lower surcharge, borrow, and complaint load — shear-failure prevention and shorter consolidation

Conventional surcharge/sheet vs individual vacuum
Features vs conventional method

Method comparison

Vertical drain · atmospheric vacuum · individual vacuum (suction drain)

ItemVertical drainAtmospheric vacuumIndividual vacuum (SD)
SealingNot requiredAirtight sheetNative sealing layer
LoadSurchargeAtmospheric vacuum + surcharge as neededVacuum on each drain
Aquifer responseLimitedSheet leakage riskPerforated/non-perforated crossing drain
DurationDepends on drain spacing and fillShorter than drain-onlyShorter with isotropic vacuum
Fill heightStability-limitedReduced vs drain-onlyLower surcharge dependence

Core components

  • Spiral cylindrical drain — flow capacity and strain compliance
  • Perforated/non-perforated crossing drain — sealing and aquifer conditions
  • Fully airtight connector — leakage control at joints
  • High-performance vacuum pump — claw pump
  • Automatic vacuum control — zone-wise pressure
Core components
Core components

Specialized design and verification

  • SD optimization program — MOLIT R&D · numerical analysis · over-design prevention
  • Aquifer and revetment response — pre-construction check, trial boring/driving
  • Vacuum and settlement control — staged 20→80 kPa · zone-wise management
SD optimization program
Specialized design
Site-condition drain and system response
Site-matched drain and system
Staged vacuum and settlement control
Vacuum and settlement control

Intellectual property — Construction New Technology and patent list

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