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.
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.
Function-led selection.
| Category | Primary function | Polymer (typical) | STRATA product | Page |
|---|---|---|---|---|
| Geogrid (uniaxial) | Tensile reinforcement, one direction | PET (woven / drawn) | StrataGrid PET | /geogrid/ |
| Geogrid (biaxial) | Tensile + confinement, two directions | PP (integral mesh) | StrataGrid Biaxial (SGB) | /geogrid/ |
| Geotextile (woven) | Separation, filtration, moderate reinforcement, basal mats | PP / PET | StrataTex HSR (PET woven) | /geotextile/ |
| Geotextile (nonwoven) | Filtration, drainage, protection, separation | PP (needle-punched) | STRATA nonwoven range | /geotextile/ |
| Geocell | 3D cellular confinement (slope face, channel, load support, gravity wall) | HDPE | StrataWeb | /geocell/ |
| Geomembrane | Containment / barrier, liquid and gas | HDPE / LLDPE / PVC / EPDM | STRATA liner range | /geomembrane/ |
| Geocomposite drainage | In-plane drainage with built-in filter | HDPE core + PP filter | StrataDrain | drainage context |
| Reinforced soil wall (system) | Modular block MSE wall | n/a (concrete face) + geogrid (PET) | StrataBlock + StrataGrid | /mse-wall/ |
| Reinforced soil wall (system) | Precast panel MSE wall | n/a (concrete face) + geogrid (PET) | StrataWall + StrataGrid | /mse-wall/ |
| Reinforced soil slope (system) | Vegetated slope reinforcement | PET geogrid + optional geocell facing | StrataSlope + StrataGrid + StrataWeb | /reinforced-soil-slopes/ |
| Post-anchoring (system) | Vertical structural anchor | HDPE/steel | Sleeve-It | Project-specific |
Five steps from project to product.
- 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).
- 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.
- 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.
- 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.
- 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).
The four working polymers and where each fits.
| Polymer | Tensile | Creep | Chemistry range | UV | Typical use |
|---|---|---|---|---|---|
| Polyester (PET) | High, low elongation | Lowest | pH 4-10 | Moderate | Uniaxial geogrid (reinforcement), woven HSR geotextile (basal mats) |
| Polypropylene (PP) | Moderate | Moderate | pH 1-13 | Moderate | Biaxial geogrid (confinement), nonwoven geotextile (filtration) |
| HDPE | Moderate, low elongation | Low (low-stress applications) | pH 1-14 | Good (carbon black) | Geocell (StrataWeb confinement), geomembrane (containment), geocomposite core |
| LLDPE | Low, high elongation | Moderate | pH 1-14 | Good | Flexible geomembrane (landfill cap, irregular subgrade) |
| PVC | Moderate, high elongation | High | Limited (water and mild aqueous only) | Poor (plasticiser migration) | Water-only geomembrane (irrigation, aquaculture) |
| EPDM | Low | Excellent | Water only | Excellent | Specialty water containment, roof ponds |
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.
What to cite in your design report.
| Standard | Coverage |
|---|---|
| BS 8006-1, 8006-2 | Strengthened and reinforced soils, code of practice |
| BS EN 1997 (Eurocode 7) | Geotechnical design with partial factors |
| BS EN 13249-13257 | Geotextile sector specifications (road, rail, drainage, erosion, landfill, etc.) |
| ISO 10318 | Geosynthetic terminology and classification |
| ISO 10319 | Wide-width tensile |
| ISO 11058 | Geotextile permeability normal to plane |
| ISO 12956 | Characteristic opening size |
| ISO 13426 | Geocell shear and tensile |
| ISO 13431 | Tensile creep, long-term design strength derivation |
| ASTM family | D4595, 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 M288 | Geotextile classes 1, 2, 3 for separation, filtration, erosion, drainage |
| AASHTO LRFD | Bridge and federal infrastructure design |
| FHWA-NHI-07-092 | Geotextile Design and Construction Guidelines |
| FHWA-NHI-10-024 | MSE walls and reinforced soil slopes design |
| FHWA-NHI-14-007 | Soil nail walls |
| FHWA-NHI-15-067 | Reinforced soil slopes and cellular confinement |
| FHWA-HEC-15, HEC-23 | Hydraulic design for vegetated channels and riprap |
| GRI-GM13, GM17, GM19 | Geomembrane HDPE / LLDPE / seam strength |
| GRI-GT12, GT13 | Geotextile cushion and filtration |
| NCMA SRW Design Manual | Segmental retaining wall design |
| JKR-SPJ Section 7 | Earthworks and slope, Malaysian government works |
| DOE Malaysia | Waste containment liner approval criteria |
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:
- Single-point (recommended): Starwall supplies + Infraconcrete installs. One contact for both material and workmanship; one accountability chain.
- Supply-only: material through Starwall, installation tendered separately. Used when the project has a preferred installation contractor or when scope splits make sense.
- 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.
Cost bands for budgeting.
| Category | Supply only (RM/m², orientation) | Install adder (typical) |
|---|---|---|
| Geogrid biaxial PP | 12-22 | 30-80 percent |
| Geogrid uniaxial PET 30-100 kN/m | 18-28 | 30-80 percent |
| Geogrid uniaxial PET 160-200 kN/m | 32-48 | 40-90 percent |
| Geogrid uniaxial PET 300-400 kN/m | 60-95 | 40-90 percent |
| Geotextile nonwoven 200-300 gsm | 3-8 | 30-60 percent |
| Geotextile woven HSR 50-100 kN/m | 6-14 | 30-80 percent |
| Geotextile woven HSR 400-1000 kN/m | 22-70 | 40-100 percent |
| Geocell StrataWeb 100 mm | 35-55 | 40-100 percent |
| Geocell StrataWeb 200 mm | 70-110 | 50-120 percent |
| Geomembrane HDPE 1.5 mm | 20-32 | 50-150 percent |
| Geomembrane HDPE 2.0 mm | 28-45 | 50-150 percent |
| Geocomposite drainage (StrataDrain) | 95-180 | 30-70 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.
Drill into a category.
Geogrid (StrataGrid) →
Uniaxial PET 30-400 kN/m, biaxial PP. MSE walls, reinforced soil slopes, basal reinforcement, road base.
Read product pageGeotextile (StrataTex + Nonwoven) →
Woven HSR 20-1000 kN/m for tensile, nonwoven 100-800 gsm for filter/separation/drainage/protection.
Read product pageGeocell (StrataWeb) →
HDPE 3D cellular confinement, cell depths 75-200 mm. Slope facing, channel lining, load support, gravity wall.
Read product pageGeomembrane →
HDPE / LLDPE / PVC / EPDM liners 0.5-3.0 mm. Landfill, mining, ponds, containment. Welded and NDT tested.
Read product pageSTRATA Malaysia (Starwall) →
Distributor authority page. Full STRATA Geosystems product range, datasheets, certificates of conformance.
Read moreAll five categories compared →
Side-by-side function, polymer, design life, cost, application matrix across all five geosynthetic categories.
Read guideFor C&S engineers, geotechnical engineers, and QSs.
Geotextile design guide →
Filter criteria (retention, permeability, anti-clogging), separation, reinforcement, drainage, erosion control design.
Read guideGeotextile specification guide →
How to write a geotextile spec. AOS, permittivity, MARV vs DV, AASHTO M288 classes, BoQ examples.
Read guideGeogrid design guide →
MSE wall internal/external stability, RSS slip-circle analysis, road sub-base reinforcement design.
Read guideGeocell design guide →
Slope facing geometry, channel lining hydraulic shear, K-factor load support, gravity wall design.
Read guideGeomembrane design guide →
Polymer selection, thickness sizing, seam QA plan, NDT frequency, anchor and detail design.
Read guideMSE wall design with geogrid →
End-to-end MSE wall design workflow. Limit-state per BS 8006 / FHWA-NHI-10-024.
Read guideReinforced soil slope design →
RSS with geogrid, slip-circle analysis, vegetated face geometry, drainage, erosion control underlay.
Read guideSlope design with geotextile →
Vegetated slope facing, erosion control under hard armor, drainage filter behind facing.
Read guideRoad base reinforcement design →
Biaxial geogrid + geocell for paved and unpaved sub-base on weak subgrade. AASHTO methodology.
Read guideLandfill liner design →
Composite basal liner system design, DOE Malaysia compliance, GCL + HDPE + cushion.
Read guideDrainage design with geocomposite →
StrataDrain transmissivity design behind retaining walls, MSE walls, basements, abutments.
Read guideGeosynthetics inside your geotechnical scope.
MSE wall (geogrid reinforced) →
Reinforced earth wall with StrataGrid PET + StrataWall panel or StrataBlock face.
ReadRetaining walls (all types) →
Full retaining wall family: MSE, modular block, RC, gabion, sheet pile.
ReadReinforced soil slopes →
RSS with geogrid and optional geocell vegetated facing.
ReadSlope stabilization →
Hillside cut + soil nail + geocell vegetated facing combined system.
ReadErosion control →
Slope surface protection: geocell, hydroseed, coir mat, riprap, TRM, with geotextile underlays.
ReadEarthworks →
Cut, fill, grade with geosynthetic separation, basal reinforcement, drainage integrated.
ReadHorizontal drains →
Subsurface drainage with nonwoven geotextile filter wrap on perforated pipes.
ReadFive geosynthetics compared →
Function, polymer, design life, cost. Quick-reference matrix.
ReadGeosynthetics across Malaysia.
Klang Valley →
KL, PJ, Selangor. STRATA + Infraconcrete delivery hub at Petaling Jaya.
Penang →
MBPP Hill Slope Guideline context, hillside developments.
Johor →
Iskandar Puteri, Pasir Gudang, port reclamation, Singapore-spec consultancies.
Pahang →
Genting, Cameron, Central Spine Road corridor.
East Coast →
Kelantan, Terengganu, east Pahang, ECRL corridor.
Sabah and Sarawak →
KK, Kuching, Miri, Sibu, Bintulu, peat embankments, Pan Borneo Highway.
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.