Research Article
Damage Modelling of Compressed Earth Blocks Stabilised with Cement
Table 1
Results of the geotechnical identification tests.
| | Geotechnical identification tests | Particle size distribution (proportions of particles) | Atterberg limits | Methylene blue value | | Sampling sites | Gravels | Sand | Silt | Clay | LL (%) | PL (%) | PI (%) | VBS (g/100 g) | SP (m2/g) | ACB |
| | MAI | 1.5 | 53.3 | 28.2 | 17 | 44.30 | 26.10 | 18.60 | 4.33 | 90.93 | 11.04 | | BAM | 14 | 48.2 | 14.3 | 23.5 | 43.59 | 4.18 | 19.40 | 2.50 | 52.50 | 07.09 | | GAD | 10.5 | 55.5 | 26 | 8 | 44.66 | 24.33 | 20.32 | 3.16 | 66.48 | 10.25 |
|
|
