| 1 |
Grain size analysis
a- fine aggregates
b- coarse aggregates
c- mixed aggregates
d- using hydrometer
|
| 9 |
Visual classification (per sample) |
| 10 |
Consolidation (L.E. 25 is added per time settlement computations according to the specified pressure) |
| 12 |
Swelling Pressure
a- Using 3 samples
b- Using 1 sample
|
| 13 |
Shear Tests
a- Using Shear box (3 samples)
- Unconsolidated undrained for cohesive and cohesionless soils (UU)
- Consolidated undrained (CU) for cohesive soils
- Consolidated drained (CD)
b- Using Triaxial Compression Test (3 samples)
- Unconsolidated undrained (UU)
- Consolidated undrained (CU)
- Consolidated undrained with pore water pressure measurement (CU)
- Consolidated drained (CD)
c- Using Vane Shear
|
| 14 |
Unconfined Compressive Strength for:
- Clayey soils
- Rocks
|
| 15 |
Permeability
a- Constant Head
b- Falling Head
|
| 16 |
Compaction
a- Standard compaction
- Clayey and silty soils
- Sandy and gravely soils (including grain size distribution)
b- Modified compaction
- Clayey and silty soils
- Sandy and gravely soils (including grain size distribution)
|
| 17 |
California Bearing Ratio (CBR)
a- Unsoaked sample - compaction price is added
- Clayey and silty soils
- Sandy and gravely soils
b- Soaked sample - compaction price is added
- Clayey and silty soils
- Sandy and gravely soils
|
| 18 |
Field Density per point (5 points at least per day)* |
| 19 |
Maximum and minimum dry density for sandy soil |
| 20 |
Maximum and minimum dry density for gravely soil |
| 21 |
Crushing Strength of cemented soils or rocks (6 cubes to be trimmed by the client) |
| 24 |
Pile integrity test (per pile) |
| 25 |
Field density measurement using nuclear apparatus (5 points at least) |
| 26 |
Surveying works to monitor the movement of buildings:
1000 L.E. for the first time, 500 L.E. for the following times inside Cairo and 750 L.E. outside Cairo
|