PT. Geostatika Utama provided structural and geotechnical survey and design evaluation to calculate the maximum load of vehicle allowed to pass on Jembatan Integrasi PT. Pertamina RU III Plaju.
We recommended the maximum load of vehicle allowed to use the bridge is 45 ton per three axle with maximum load allowed is 15 ton per axle. Analysis work performed using SAP2000, ENSOFT L-PILE, and ENSOFT GROUP.
PT. Geostatika Utama provided soil investigation works, structural analysis, and geotechnical analysis to evaluate 9 (nine) jetty scattered around Plaju coast and Musi River coast.
Analysis was provided to determine whether these jetties could afford ships with 18000 DWT load capacity. Analysis work performed using PLAXIS 2D, ENSOFT GROUP, ENSOFT L-PILE, and SAP2000.
CCR-FCCUPT. Pertamina RU III wanted to modify the CCR-FCCU building to increase capacity. PT. Geostatika Utama was required to conduct analysis and design of structural, mechanical, electrical and geotechnical without disturbed the existing building. The building is designed to blasting proof. Building analysis was carried out using SAP2000, Ensoft GROUP, Ensoft LPile and SPCol.
PT. Geostatika Utama provided reparation design for Jetty 3 PT. Pertamina RU III. The analysis provided were structural and geotechnical analysis using SAP2000, SPCol, and PLAXIS 2D.
PT. Geostatika Utama provided soil investigation works, structural survey, topography survey, hydrology and geotechnical analysis for Temporary and Permanent Dumping Disposal Area Design at PT. Pertamina RU III Plaju Palembang.
We recommend the drainage system design and the maximum height of dumped soil for both Temporary and Permanent Dumping Areafor both Temporary and Permanent Dumping Area. Analysis work performed using PLAXIS 2D for soil stability modelling and EPA SWMM for drainage system modelling.
PT. Geostatika Utama provided Soil Investigation and provided analysis of the result on Board Machine (BM), PT. RAPP. The soil investigation performed were Deep Boring, Standard Penetration Test, Cone Penetration Test, and Laboratory Test.
PT. Geostatika Utama provided soil investigation works at Fiberline #3 Area PT. Riau Andalan Pulp and Paper area in Pangkalan Kerinci, Riau.
This soil investigation works consists of 43 (forty three) soil borings, 10 (ten) Plate Load Tests, 10 (ten) Cone Penetration Test, and Foundation Design Criteria and Recommendations.
For this project, PT. Geostatika Utama provided soil investigation works, analysis, and design for Jetty 02 and 03 at PT.
Pelabuhan Indonesia II on Pontianak.We recommended PVD design and rigid pavement design as the solution. Analysis work performed using PLAXIS 2D.
For this project, PT. Geostatika Utama provided topography survey and foundation design for the planned additional motor and pump at Cooling Tower 3 Area PT. Pertamina RU III Plaju. We recommend three options of foundation using varied bored pile dimensions: D-400, D-600, and block foundation. Analysis work performed using PLAXIS 2D, PLAXIS 3D, ENSOFT GROUP, ENSOFT L-PILE, and SPColumn.
PT. Geostatika Utama provided soil investigation works, structural analysis, and geotechnical analysis for this work.
The analysis was done to determine the structural capacity, bearing capacity, and soil stability on North Jetty at Pelabuhan Batu Ampar. The analysis work performed using PLAXIS 2D and SAP2000.
