Project Information

Artificial Pond Liner Project Background An artificial pond liner is essential because managing water at scale is not simply a matter of digging a giant hole and filling it with water. Today, demand for artificial water storage facilities, from decorative lakes in commercial areas and retention ponds (retention pond) for flood control to reservoirs for […]

Clean Water Pond Liner Project Background This clean water pond liner project supports Sentul’s rapid development across residential, commercial, public and industrial sectors. As activity in the area grows, one fundamental need is rising unavoidably: a stable supply of high-quality clean water. Relying on a direct water supply without a backup facility (buffer) is very […]

Background: The Threat of Sloping Land on a University Campus The Sentul area is known for its hilly topography and relatively high rainfall. When an educational institution decides to build or expand a university campus here, the biggest geotechnical challenge that immediately emerges is slope stability, and with it the need for reliable geocell slope […]

Background & Challenges: The Threat of Soil Permeability A large plantation in Purwakarta needed a 2,800 m² clean water storage pond to keep its irrigation supply secure through the dry season, making HDPE geomembrane installation the logical choice. However, the biggest challenge lay in the site’s geotechnical conditions. The soil in that part of Purwakarta […]

Aquaculture Pond Liner Project Background This aquaculture pond liner project serves a coastal area of Pariaman in West Sumatra with excellent potential for large-scale aquaculture ponds. However, modern aquaculture requires far more precise operational control than conventional methods. If you still rely on traditional earthen ponds (earthen ponds) across more than ten thousand square meters, […]

Project Background and Challenges The project area in Cilacap has challenging geotechnical characteristics, which made a geotextile tube retaining wall the preferred option. Dominated by soft clay and silt with a high moisture content, the subgrade’s load-bearing strength (bearing capacity) at this site is very low. The main challenge was the need to build a […]