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StrataDrain PVD · Prefabricated Vertical Drain · Soft soil consolidation

StrataDrain PVD in Malaysia.

StrataDrain PVD is the STRATA Geosystems Prefabricated Vertical Drain engineered to accelerate consolidation of saturated soft clay soils. Reduces settlement time from years to months. Polypropylene core in corrugated or fishbone structure, wrapped with non-woven polyester or polypropylene filter fabric. IS 17371 certified (CM/L-7100021778). Standard solution for Malaysian land reclamation, embankment preload, port hardstanding, industrial pad consolidation. Supplied by Starwall Sdn Bhd (sole STRATA Geosystems Asia distributor). Installed by Infraconcrete, CIDB G7 + ISO 9001:2015.

Years → Months
Consolidation acceleration
10-30 m
Typical depth range
IS 17371
Certification
G7
CIDB install grade
Engineering note For StrataDrain PVD supply or installed soft soil consolidation programme on Malaysian reclamation, embankment, port, industrial pad, or tank pad project, contact the Infraconcrete + Starwall engineering desk. WhatsApp the engineering desk →  Download StrataDrain PVD brochure
How it works

From years to months.

Without PVD, soft clay consolidates by vertical drainage through the clay itself. For a typical Malaysian marine clay deposit 10-30 m thick, that takes 5-20 years. The structural development above must wait. With PVD at design grid spacing, the drainage path is reduced from tens of metres of clay to a single horizontal metre or less: pore water flows horizontally a short distance to the nearest PVD, then vertically up the PVD core to the surface drainage blanket. Consolidation time drops from years to months (typically 3-12 months depending on clay properties and preload). Combined with surcharge preload, the PVD programme delivers a stable platform ready for permanent works in a single operating season.

Specification

What you are buying.

PropertySpecification
Core materialPolypropylene (PP) extrusion
Core structure optionsCorrugated (high flow cross-section) or fishbone (alternative rigidity profile)
Filter fabricNon-woven polyester (PET) or polypropylene (PP)
Filter pore sizeMatched to local clay grain distribution to prevent fines ingress while allowing free water flow
CertificationIS 17371 (Indian Standard PVD); CM/L-7100021778 (BIS certification number per STRATA brochure)
Discharge capacityPer project specification, supplied with mill certificate and discharge test data
Typical installation depth10-30 m into soft clay
Typical grid spacing1.0-2.0 m triangular or square per Terzaghi-Barron consolidation design
Applications

Six primary Malaysian use cases.

ApplicationProfile
Land reclamationCoastal reclamation across Selangor (Klang, Westports), Penang, Johor (PTP, Iskandar), Sabah (Kota Kinabalu), Sarawak (Bintulu, Tanjung Manis) where soft marine clay underlies reclaimed platform.
Highway embankment preloadFederal and state road embankments through soft soil corridors. Standard JKR and PLUS scope on coastal alignments.
Industrial pad preloadOil and gas, LNG, petrochemical, refinery sites on reclaimed or soft soil platforms.
Container terminal and port hardstandingHeavy crane and stacking loading on soft clay foundation.
Storage tank padWater reservoir, fuel tank, chemical tank foundation preload before tank installation.
Building foundation preloadShallow foundation buildings on soft clay where post-construction settlement would exceed tolerance.
Installation sequence

Eight-step process.

  1. Working platform. Granular sand drainage blanket 0.5-1.0 m thick over the soft soil. Supports the installation rig and acts as horizontal drainage layer for PVD discharge.
  2. PVD set-out. Design grid (1.0-2.0 m triangular or square) marked across the site.
  3. Rig deployment. Crawler-mounted mast rig with mandrel; PVD spool feed.
  4. Mandrel insertion. PVD threaded through mandrel; mandrel driven vertically into soft clay to design depth (10-30 m); PVD anchored at the base with anchor plate.
  5. Mandrel withdrawal. Mandrel withdrawn leaving PVD in place.
  6. Cut-off. PVD cut at sand blanket level for connection to horizontal drainage.
  7. Repeat across grid. Production rate 1,000-3,000 m of PVD per rig per shift typical.
  8. Surcharge preload + monitoring. Sand or rock fill to design preload elevation; settlement monitored via settlement plates and pneumatic piezometers; preload removed when target consolidation degree achieved.
Related

Related references.

Download

StrataDrain PVD brochure (PDF)

Specification + certification.

Download →
Catalog

STRATA products catalog

All STRATA products.

View →
StrataDrain

StrataDrain (geocomposite)

Wall drain + drainage blanket family.

Brochure →
Base reinforcement

StrataBase biaxial geogrid

Road base + embankment basal reinforcement.

View →
Geotextile

StrataTex ST non-woven

Separation + filtration.

View →
Soft soil

Ground improvement

Ground improvement service hub.

View →
Credentials

CIDB G7 + STRATA distributor

Starwall sole STRATA Asia distributor.

View →
Federal

Federal project case studies

EKVE, ECRL, Pan Borneo.

View →
Engineering desk

Visit us.

Infraconcrete Construction Sdn Bhd
8B, Jalan SS22/25, Damansara Jaya
47400 Petaling Jaya, Selangor, Malaysia