STUDY OF STABILITY AND CONSOLIDATION OF SOFT COHESIVE SOILS EFFECTED BY EMBANKMENT̉̉S STAGED CONSTRUCTION BY USING THE SYSTEM OF PILE & GRID-MATTRESS'S BAMBOO AND VERTICAL DRAIN (CASE STUDY OF PREPARATION LAND IN PLTU PANGKALAN SUSU)
Soft soils have a lower bearing capacity compared to other land, so that its carrying capacity becomes less and can cause a substantial settlement. As we know, consolidation usually happens in the saturated soft clay due to loading. The settlement of consolidation can cause the damage to the structu...
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| Format: | Final Project |
| Language: | Indonesia |
| Online Access: | https://digilib.itb.ac.id/gdl/view/22151 |
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| Institution: | Institut Teknologi Bandung |
| Language: | Indonesia |