THE INFLUENCE OF THE AMOUNT AND PLASTICITY OF FINES ON THE CHARACTERISTICS OF CONSOLID-TREATED GRANULAR MATERIALS
Unbound materials used for subbase and roadbase layers should have a particle size distribution which provides mechanical stability and should have sufficient material passing the 0.425 mm sieve to produce a dense material when compacted. Normally, the maximum allowable plasticity index is 6% and th...
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| Format: | Theses |
| Language: | Indonesia |
| Online Access: | https://digilib.itb.ac.id/gdl/view/2900 |
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| Institution: | Institut Teknologi Bandung |
| Language: | Indonesia |