Geotechnical Investigation Report For Proposed Pangani Heights
- Exploration of the subsurface conditions at various locations of the proposed foundation site and conduct requisite in-situ tests. The total quantity of soil investigation included 3 Trial pits, each at 3.0m deep. Dynamic Cone Penetration Tests (DCP) was conducted at 3.0m depth in all the pits.
- Limited laboratory testing of representative samples obtained during the field investigation to evaluate relevant engineering parameters of the subsurface soils.
- Engineering analysis
Project Specifications
| 1. | Trial Pit soil profile |
|---|---|
| 2. | Results of in-situ and laboratory test |
| 3. | Assessment of bearing capacity |
| 4. | Recommendations of foundation type and Sample depth |