Pengerang Integrated Petroleum Complex: Basal reinforced embankment solution
Pengerang Integrated Petroleum Complex: Basal reinforced embankment solution
Pengerang Integrated Petroleum Complex: Basal reinforced embankment solution
Pengerang Integrated Petroleum Complex: Basal reinforced embankment solution
Pengerang Integrated Petroleum Complex: Basal reinforced embankment solution
Pengerang Integrated Petroleum Complex: Basal reinforced embankment solution
Pengerang Integrated Petroleum Complex: Basal reinforced embankment solution
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MIRAFI H2Rx repairs, weak and cracked roads in traffic-heavy Pulau Indah, Malaysia. MIRAFI H2Rx was installed for separation, mechanical stabilization and moisture management, providing the solution to building durable climate-resilient roadways.
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When traditional sand bund construction failed on an extremely soft marine clay seabed, GEOTUBE® Marine systems provided a stable containment solution that helped advance a land reclamation project for 112 acres.
GSE HD geomembrane lined salt ponds ensure long-term brine containment
GSE® HD geomembrane lined over 3.4 million m² of evaporation ponds to prevent brine seepage under extreme heat and UV exposure. This continuous barrier eliminated salt discharge and protected the surrounding environment.
The Pengerang Integrated Petroleum Complex (PIPC) is a major project in Pengerang, Johor, Malaysia. Spanning 8,094 hectares (20,000 acres), it is a significant investment and a key contributor to Malaysia's economy, providing numerous job opportunities. With its strategic location at the southeastern tip of Peninsular Malaysia, PIPC offers easy access to international shipping lanes and a well-connected road network to Singapore and other major ports in the region. To establish stable and cost-effective road connections, approximately 22 km (13.7 mi) of access road was constructed using high-strength geotextiles for basal reinforcement.
The access road plays a vital role in reducing transportation distance and time. To create the road network, a series of basal reinforced embankments were designed based on the existing ground terrain. The embankment heights ranged from 2.5 m (8.2 ft) to 19.5 m (64 ft), posing a challenge due to the soft soil composition of the Pengerang site, which consists of sand, silt, clay, and peat. Soil investigations revealed that the foundation consisted of 4.0 m (13.1 ft) of soft soil, followed by 11.0 m (36.1 ft) of medium stiff silt, and finally a hard layer. The top layer of soft, highly plastic silt and clay proved incapable of supporting the high embankment.
To ensure the stability of the embankment on soft ground, a proper design was crucial. Prefabrication Vertical Drain (PVD) was proposed to accelerate the consolidation of soft soil in certain sections of the access road embankment. MIRAFI® Polyfelt® TS50 non-woven geotextile was used as a separator to prevent mixing between backfill soil and existing soft soil. The construction of the basal reinforced embankment relied on MIRAFI PET high-strength geotextile. Different grades and layers of high-strength geotextile were employed based on the embankment's geometry and foundation conditions. Multiple layers of high-strength geotextiles, including MIRAFI PET200-50, MIRAFI PET 400-50, and MIRAFI PET 1000-50, were incorporated to support a 19.5 m (64 ft) high road embankment.
The installation process involved removing soft layers such as clay or peat and replacing them with engineered fill before laying the geotextiles. Sharp objects that could damage the geotextiles were also removed. A separator geotextile (MIRAFI Polyfelt TS50) was placed on the foundation, followed by backfilling with granular material for drainage purposes. PVD was installed by vibrating a hollow steel mandrel into the soft foundation soil. MIRAFI PET geotextile was laid in layers perpendicular to the alignment of the access road embankment. Bulldozers were used to spread and compact the selected engineered backfilling until the final design platform level was achieved. For embankments with multiple layers of high-strength geotextile, a 0.5 m (1.6 ft) spacing was maintained between each layer, filled with suitable backfill material.