PT. Geostatika Utama provided topography survey and soil investigation works in this project. The works was done to obtain topography and batimetry data and also soil parameter at Single Tower, Green Refinery, and Jetty Area at PT. Pertamina RU III Plaju, Palembang.
For this project, PT. Geostatika Utama provided soil investigation supervision and retaining wall and foundation project for the planned CP-1 Crusher System at Merapi Site, Lahat.
We recommend retaining wall design and shallow foundation design with shear key to accomodate the structural and operational load on CP-01 Crusher System. We also recommended maximum height of stocpile to retain the global soil stability. Analysis work performed using PLAXIS 2D and ETABS.
PT. For this project, PT. Geostatika Utama did analysis work to provide new blastproof building design for PT. Pertamina RU III. The analysis entails structural analysis, foundation and geotechnical analysis, and electrical analysis.
Column CHF-CV02 on Conveyor Handle Facilities owned by PT. Baradinamika Muda Sukses was skewing. PT. Geostatika Utama was asked to perform analysis and recommendations related to repair of the column. Analysis and recommendations carried out using finite element analysis (FEA) Ansys and SAP2000.
Soil Investigation comprising of 11 Deep Borings and 3 CPTs was carried out at PT Riau Andalan Pulp and Paper located in Pangkalan Kerinci, Pelalawan Regency, Riau Province. The purpose of soil investigation is to obtain necessary geotechnical information on the subsurface soil conditions for the next steps of detailed engineering design and construction works.
Located in Desa Angsana, South Borneo, PT. Geostatika Utama performed subsurface exploration and gave design recomendation to improve the stability of existing embankment also done checking on important structure due to further embankment (hopper acces road or coal stockpile)
Subsurface exploration conducted in the form of Standard Penetration Test and Cone Penetration Test throughout East Bunati Area. The purpose of this work is to obtain geotechnical condition and the soft soil in project site.
Professional finite element program PLAXIS 2D used to provided the design recommendation to stabilize the embankment for North, East, and South boundary of project area, also on looping hopper and coal stockpile.
This project was an onshore geotechnical and resistivity survey for Eni Muara Bakau in 2012. The purpose of this project was to provide geotechnical information for Front End Engineering Design (FEED) for the planned pipeline development. The project was located in Handil Baru, Kabupaten Kutai Kertanegara, East Kalimantan. Geotechnical survey performed for this project consisted of onshore deep boring, CPT, Test Pits, laboratory soil test, and chemical test. Soil resistivity was also performed, including field and laboratory tests.Read More
As a routine assessment work of VICO, our team provided investigations and analyses to assure the safety of VICO pipeline RoW, especially from landslides which can potentially cause buried pipes to be over-stressed/disturbed and endanger the transportation of oil and gas.Read More
PT. Geostatika Utama took part in developing a new airport, Rembele Airport, by providing supervision and analyses on the constructions of the runway embankment. During construction, dynamic compaction was used to improve the embankment where we were responsible to monitor the improvement quality and the disturbance effect to the nearby facility. Also, we were involved in slope stability analyses at the side of the 30-m height embankment.
