The project

Upgrading and Expansion of Entebbe International Airport Project

The services

The client

China Communication Corporation Company Ltd

The challenge

In October 2020 TECLAB undertook supplementary geotechnical investigations at Entebbe Airport on behalf of China Communication Corporation Company Ltd. The objective of the ground investigation was to determine geotechnical information including design parameters for the proposed structural foundations and any associated infrastructure. To this aim, In January 2021, TECLAB Ltd sub-contracted SADRiNE Consulting Group to come up with a geotechnical interpretative report for the conducted geotechnical investigations.

The scope of work included;

  • Drilling of eleven (11) boreholes eight (08) boreholes to a depth of 15.0m and three (03) boreholes to 10.0m and logging of all the boreholes for strata profiles.
  • Performing the Standard Penetration Test (SPT) in all the eleven (11) boreholes at 1.5m intervals.
  • Registering the groundwater occurrence in case any is encountered.
  • Recovering of both disturbed and undisturbed samples.
  • Laboratory testing of recovered undisturbed samples for consolidation, Unconfined Compressive Strength (UCS) and Undrained Shear Test (Unconsolidated Undrained Triaxial).
  • Laboratory testing of recovered disturbed samples for Natural Moisture Content, Bulk Density, Particle size distribution, Atterberg limits, Specific Gravity, Organic Content, pH value, Chloride and Sulphate content.
  • Preparation of a detailed factual report and a geotechnical interpretative report

The aim of the assignment sub-contracted to SADRiNE was to;

Provide a vital link between the factual laboratory and site investigation data and perform engineering analyses in order to come up with geotechnical parameters to aid in recommendations for the appropriate foundation scheme for the proposed constructions

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The services

Conducted a desk review of the architectural/structural drawings and the analysis of geotechnical investigation findings contained in the factual report;

Checked adequacy and suitability of proposed Building foundation scheme and making recommendations of a suitable footings, sizes and depth;

Provided recommendations on the Allowable Bearing Capacity of proposed foundation;

Computed/Calculated the settlement of the proposed foundation;

Classified the project area seismicity for structural design;

Preparing of a Geotechnical Interpretative report summarizing the subsurface conditions, geotechnical parameters and model, excavations method, foundation options and area seismicity.

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