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Geosynthetics · Sole STRATA Malaysia Distributor (Starwall) + CIDB G7 Installer

Leading Geosynthetics supplier in Malaysia.

Infraconcrete Construction Sdn Bhd is the leading geosynthetics supplier in Malaysia. Our group sister company Starwall Sdn Bhd (same ownership, parent Panthera Group) is the sole appointed Malaysia distributor of STRATA Geosystems; Infraconcrete is the CIDB G7 installer. This page is the cross-category reference covering all five geosynthetic families: geogrid (StrataGrid uniaxial PET + biaxial PP), geotextile (StrataTex HSR + nonwoven), geocell (StrataWeb HDPE), geomembrane (HDPE / LLDPE / PVC / EPDM), and geocomposite drainage (StrataDrain). Function matrix, polymer selection, design framework, reduction factors per ISO 13431, tropical Malaysian context (residual soil, marine clay, peat, monsoon), procurement, indicative cost. Designed to BS 8006, ISO 10318/10319, ASTM full register, FHWA-NHI, AASHTO, JKR-SPJ, DOE Malaysia, GRI specifications.

5 categories
Geogrid · Geotextile · Geocell · Geomembrane · Geocomposite
PET · PP · HDPE · LLDPE · PVC
Polymer options
9 STRATA product lines
Available via Starwall
G7
CIDB highest grade
Supplier note For geosynthetic supply across Malaysia, your point of contact is the Infraconcrete engineering team (Starwall + Infraconcrete same ownership). Send the consultant's spec, soil report, or just the use-case. Same-day quote with grade selection, lead time, and price. Manufacturer certificate of conformance with every delivery. Sole STRATA Geosystems Malaysia distributor. CIDB G7, ISO 9001:2015. WhatsApp the supply team →
01 / What geosynthetics are

Polymer products engineered for civil engineering functions.

A geosynthetic is a polymer product manufactured to perform a defined function inside the ground or between soil and another material. ISO 10318 (the umbrella terminology standard) categorises geosynthetics by their primary function: reinforcement, filtration, separation, drainage, protection, containment, or surface erosion control. The polymer choice (PET, PP, HDPE, LLDPE, PVC, EPDM) and the product form (mesh, fabric, cellular, sheet, composite) follow from the function, not the other way around.

For Malaysian projects, geosynthetics replace, augment, or extend conventional soil and rock solutions in ways that often deliver lower lifecycle cost, faster construction, more sustainable resource use, and design flexibility for site-specific constraints. A reinforced soil slope using geogrid is typically cheaper and quicker than a tall RC retaining wall. A geomembrane-lined pond is impermeable in a way no clay liner can match. A geocomposite drainage layer takes 10 percent of the space of a gravel chimney drain. A geocell vegetated slope facing solves erosion on a steep cut where pure hydroseeding would wash away. The point of the geosynthetics category is to give engineers a wider toolbox.

This hub page connects to the dedicated product pages for each category, the design guides for engineers, the specification guides for QSs and spec writers, and the scenario-specific guides for MSE walls, reinforced soil slopes, landfill liners, road base reinforcement, drainage, and slope facing.

02 / The five categories at a glance

Function-led selection.

CategoryPrimary functionPolymer (typical)STRATA productPage
Geogrid (uniaxial)Tensile reinforcement, one directionPET (woven / drawn)StrataGrid PET/geogrid/
Geogrid (biaxial)Tensile + confinement, two directionsPP (integral mesh)StrataGrid Biaxial (SGB)/geogrid/
Geotextile (woven)Separation, filtration, moderate reinforcement, basal matsPP / PETStrataTex HSR (PET woven)/geotextile/
Geotextile (nonwoven)Filtration, drainage, protection, separationPP (needle-punched)STRATA nonwoven range/geotextile/
Geocell3D cellular confinement (slope face, channel, load support, gravity wall)HDPEStrataWeb/geocell/
GeomembraneContainment / barrier, liquid and gasHDPE / LLDPE / PVC / EPDMSTRATA liner range/geomembrane/
Geocomposite drainageIn-plane drainage with built-in filterHDPE core + PP filterStrataDraindrainage context
Reinforced soil wall (system)Modular block MSE walln/a (concrete face) + geogrid (PET)StrataBlock + StrataGrid/mse-wall/
Reinforced soil wall (system)Precast panel MSE walln/a (concrete face) + geogrid (PET)StrataWall + StrataGrid/mse-wall/
Reinforced soil slope (system)Vegetated slope reinforcementPET geogrid + optional geocell facingStrataSlope + StrataGrid + StrataWeb/reinforced-soil-slopes/
Post-anchoring (system)Vertical structural anchorHDPE/steelSleeve-ItProject-specific
03 / Function-led decision framework

Five steps from project to product.

  1. Declare the function. Reinforcement (tensile, holding a wall back or a slope from spreading). Filtration (water flow through, fines held back). Separation (two soils kept from mixing). Drainage (water flow in-plane, away from the area). Protection (cushion against puncture). Confinement (lateral restraint of fill within cells). Containment (impermeable barrier against fluid).
  2. Pick the category. Reinforcement = geogrid (or woven geotextile for high tensile basal mats). Filtration / separation / drainage / protection = geotextile (nonwoven mostly). Confinement = geocell. Containment = geomembrane. Combined drainage = geocomposite.
  3. Pick the polymer. PET for primary tensile reinforcement (lowest creep, 100+ year design). PP for filtration and confinement and short-term reinforcement (broad chemistry, lower cost). HDPE for containment and 3D confinement (chemical durability). LLDPE for flexible containment over irregular subgrade. PVC for water-only containment. EPDM for specialty.
  4. Size to design demand. Reinforcement: design tensile per BS 8006 / FHWA-NHI-10-024, then apply reduction factors per ISO 13431. Filtration: AOS / permittivity / gradient ratio per FHWA-NHI-07-092. Confinement: cell depth and width per FHWA-NHI-15-067 and load distribution. Containment: thickness per GRI-GM13 / GM17 and DOE Malaysia or sector regulator.
  5. Verify installation survivability and durability. Reduction factors (RF_ID, RF_CR, RF_CH, RF_W) convert ultimate to long-term design strength. Manufacturer datasheets carry declared values. Project-specific spec defines QA frequency and acceptance.

Each step is covered in detail in the dedicated design guides (linked below).

04 / Polymer overview

The four working polymers and where each fits.

PolymerTensileCreepChemistry rangeUVTypical use
Polyester (PET)High, low elongationLowestpH 4-10ModerateUniaxial geogrid (reinforcement), woven HSR geotextile (basal mats)
Polypropylene (PP)ModerateModeratepH 1-13ModerateBiaxial geogrid (confinement), nonwoven geotextile (filtration)
HDPEModerate, low elongationLow (low-stress applications)pH 1-14Good (carbon black)Geocell (StrataWeb confinement), geomembrane (containment), geocomposite core
LLDPELow, high elongationModeratepH 1-14GoodFlexible geomembrane (landfill cap, irregular subgrade)
PVCModerate, high elongationHighLimited (water and mild aqueous only)Poor (plasticiser migration)Water-only geomembrane (irrigation, aquaculture)
EPDMLowExcellentWater onlyExcellentSpecialty water containment, roof ponds
05 / Tropical and Malaysian context

What changes in our climate and soils.

  • Residual soil with high fines: filter design tightens retention (smaller AOS). Reinforcement design adjusts soil-grid friction for the actual fill source. Gradient-ratio testing recommended for critical filters in residual soil with 30+ percent fines.
  • Marine clay and peat at the coast: basal reinforcement demand is high (Rowe-Soderman lateral spread mode dominates). Basal mats and biaxial geogrid combined system is standard. PVDs alongside for consolidation.
  • Monsoon installation window: exposed geosynthetics (UV degradation) cover within 30-day window for stabilised PET and PP, shorter for PVC. Plan critical works in dry-window forecast.
  • Tropical temperature plus saturation: HDPE and PP buried in stable soil chemistry are well-behaved. PET in coastal saline plus elevated temperature plus alkaline contact requires project-specific durability check (hydrolysis). PVC plasticiser migration accelerated in heat.
  • Acidic peat porewater (Sabah, Sarawak): verify chemical reduction factor for any geosynthetic specified in deep peat with porewater pH below 4.
  • Authority spec: JKR Cawangan, MBPP Penang Hill Slope Guideline, DBKL hill land controls, DOE Malaysia (waste containment). Each has its own submission practice; consulting engineer coordinates project-specific.
  • Federal infrastructure references: Malaysian federal expressway, rail, port, and runway projects routinely use geosynthetics in basal reinforcement, MSE walls, drainage, and containment scopes.
06 / Standards register

What to cite in your design report.

StandardCoverage
BS 8006-1, 8006-2Strengthened and reinforced soils, code of practice
BS EN 1997 (Eurocode 7)Geotechnical design with partial factors
BS EN 13249-13257Geotextile sector specifications (road, rail, drainage, erosion, landfill, etc.)
ISO 10318Geosynthetic terminology and classification
ISO 10319Wide-width tensile
ISO 11058Geotextile permeability normal to plane
ISO 12956Characteristic opening size
ISO 13426Geocell shear and tensile
ISO 13431Tensile creep, long-term design strength derivation
ASTM familyD4595, D4751, D4491, D4716, D4533, D4632, D4355, D5101, D5199, D5261, D5397, D5641, D5820, D5994, D6116, D6241, D6244, D6392, D6637, D6638, D6706, D7466, D7864, D7007, D4885, D6693, D1004, D4833, D4218, D3895
AASHTO M288Geotextile classes 1, 2, 3 for separation, filtration, erosion, drainage
AASHTO LRFDBridge and federal infrastructure design
FHWA-NHI-07-092Geotextile Design and Construction Guidelines
FHWA-NHI-10-024MSE walls and reinforced soil slopes design
FHWA-NHI-14-007Soil nail walls
FHWA-NHI-15-067Reinforced soil slopes and cellular confinement
FHWA-HEC-15, HEC-23Hydraulic design for vegetated channels and riprap
GRI-GM13, GM17, GM19Geomembrane HDPE / LLDPE / seam strength
GRI-GT12, GT13Geotextile cushion and filtration
NCMA SRW Design ManualSegmental retaining wall design
JKR-SPJ Section 7Earthworks and slope, Malaysian government works
DOE MalaysiaWaste containment liner approval criteria
07 / Procurement

One contact for the whole geosynthetics scope.

Procurement under the STRATA Malaysia appointment runs through Starwall Sdn Bhd (supply, manufacturer certificates, logistics, technical liaison with STRATA Geosystems) and Infraconcrete Construction Sdn Bhd (CIDB G7, ISO 9001:2015, in-house installation crews, design support to the consultant). Three workable models:

  1. Single-point (recommended): Starwall supplies + Infraconcrete installs. One contact for both material and workmanship; one accountability chain.
  2. Supply-only: material through Starwall, installation tendered separately. Used when the project has a preferred installation contractor or when scope splits make sense.
  3. Installation-only: Infraconcrete installs material procured through any STRATA distributor (Starwall is the Malaysian distributor). Used when main contractor packages supply differently.

Tell us the procurement model at brief stage and we will respond accordingly. STRATA datasheets and certificates of conformance are available on request for spec writing in any model.

08 / Indicative costs (orientation)

Cost bands for budgeting.

CategorySupply only (RM/m², orientation)Install adder (typical)
Geogrid biaxial PP12-2230-80 percent
Geogrid uniaxial PET 30-100 kN/m18-2830-80 percent
Geogrid uniaxial PET 160-200 kN/m32-4840-90 percent
Geogrid uniaxial PET 300-400 kN/m60-9540-90 percent
Geotextile nonwoven 200-300 gsm3-830-60 percent
Geotextile woven HSR 50-100 kN/m6-1430-80 percent
Geotextile woven HSR 400-1000 kN/m22-7040-100 percent
Geocell StrataWeb 100 mm35-5540-100 percent
Geocell StrataWeb 200 mm70-11050-120 percent
Geomembrane HDPE 1.5 mm20-3250-150 percent
Geomembrane HDPE 2.0 mm28-4550-150 percent
Geocomposite drainage (StrataDrain)95-18030-70 percent

Numbers are indicative for orientation; actual pricing depends on grade, lead time, quantity, project access, programme, current STRATA list prices, and FX. Tender for project-specific delivery.

09 / Product pages

Drill into a category.

10 / Design and specification guides

For C&S engineers, geotechnical engineers, and QSs.

Guide

Geotextile design guide →

Filter criteria (retention, permeability, anti-clogging), separation, reinforcement, drainage, erosion control design.

Read guide
Guide

Geotextile specification guide →

How to write a geotextile spec. AOS, permittivity, MARV vs DV, AASHTO M288 classes, BoQ examples.

Read guide
Guide

Geogrid design guide →

MSE wall internal/external stability, RSS slip-circle analysis, road sub-base reinforcement design.

Read guide
Guide

Geocell design guide →

Slope facing geometry, channel lining hydraulic shear, K-factor load support, gravity wall design.

Read guide
Guide

Geomembrane design guide →

Polymer selection, thickness sizing, seam QA plan, NDT frequency, anchor and detail design.

Read guide
Scenario

MSE wall design with geogrid →

End-to-end MSE wall design workflow. Limit-state per BS 8006 / FHWA-NHI-10-024.

Read guide
Scenario

Reinforced soil slope design →

RSS with geogrid, slip-circle analysis, vegetated face geometry, drainage, erosion control underlay.

Read guide
Scenario

Slope design with geotextile →

Vegetated slope facing, erosion control under hard armor, drainage filter behind facing.

Read guide
Scenario

Road base reinforcement design →

Biaxial geogrid + geocell for paved and unpaved sub-base on weak subgrade. AASHTO methodology.

Read guide
Scenario

Landfill liner design →

Composite basal liner system design, DOE Malaysia compliance, GCL + HDPE + cushion.

Read guide
Scenario

Drainage design with geocomposite →

StrataDrain transmissivity design behind retaining walls, MSE walls, basements, abutments.

Read guide
11 / Related capability pages

Geosynthetics inside your geotechnical scope.

12 / Regional coverage

Geosynthetics across Malaysia.

Specifying geosynthetics for a Malaysian project?

Send the project parameters (function, design life, polymer constraints, structural loads, regulatory requirements). Same-day response with category recommendation, indicative grade, lead time, budget, and reference to the relevant Malaysian and international standards.

Infraconcrete Construction Sdn Bhd
8B, Jalan SS22/25, Damansara Jaya, 47400 Petaling Jaya, Selangor, Malaysia
+60 16-428 1214 · WhatsApp · engineer@infraconcrete.co · Google Maps
CIDB G7 · ISO 9001:2015 · Sole STRATA Geosystems distributor in Malaysia (through Starwall Sdn Bhd)