Menard proposed a solution using Soil Mixing to ensure the stability of the platform during the temporary and final stage of the construction of the quay.
Vietnam | Gemalink Container Terminal
tazkiyachaerani2025-05-08T14:54:27+07:00Menard treated a 70 m band along the river bank in order to maintain the overall stability while the fill was raised on in the container area, treated by vertical drain and surcharge.
Vietnam | Ca Mau Power Plant Phase 1 & 2
tazkiyachaerani2025-05-08T14:44:59+07:00Menard Vacuum™ process ensured drastic reduction of the necessary amount of sand fill and especially the consolidation time (6 months instead of 14).
Vietnam | Ia Bang 1 Wind Power Project
tazkiyachaerani2025-05-08T14:45:04+07:00Menard’s solution allows to comply with the design criteria in terms of SLS bearing capacity, dynamic deformation modulus, and subgrade reaction coefficient, for the 12 turbines.
Malaysia | Desa Park City
tazkiyachaerani2025-05-08T14:45:14+07:00Dynamic Compaction Installation on uncontrolled backfill by Menard enables a more economical foundation system for residential construction.
Malaysia | Residential Development Area
tazkiyachaerani2025-05-08T14:45:19+07:00The project is a platform construction of two storey housing within the residential development area. The platform is designed to be approximately at 1.3 m above the existing ground level (EGL).
Malaysia | Single Storey Factory in Selangor
tazkiyachaerani2025-05-08T14:54:17+07:00Prefabricated Vertical Drain (PVD) has been installed by Menard to accelerate the consolidation of the compressible soils for the construction of a single storey factory in Selangor.
Singapore | Pasir Panjang Container Terminal
tazkiyachaerani2025-05-08T14:45:31+07:00Menard has completed the ground improvement work by combining the Dynamic Compaction technique with Vibrofloatation.
Bangladesh | LPG Terminal Extension area for 3x4000m³ Mounded Tanks facility – PVD
tazkiyachaerani2025-05-08T14:45:36+07:00This project is the first PVD job for Menard in Bangladesh.
Singapore | Changi International Airport, Phase 1, 2 & 3
tazkiyachaerani2025-05-08T14:45:43+07:00Vertical drains and DC was employed to treat various soil problems separately for the construction of Changi Airport back in 1980-1995.