STUDY OF STABILITY AND CONSOLIDATION OF SOFT COHESIVE SOILS EFFECTED BY EMBANKMENT’S STAGED CONSTRUCTION BY USING THE SYSTEM OF PILE & GRID-MATTRESS'S BAMBOO AND VERTICAL DRAIN (CASE STUDY OF PREPARATION LAND IN PLTU PANGKALAN SUSU)

STUDY OF STABILITY AND CONSOLIDATION OF SOFT COHESIVE SOILS EFFECTED BY EMBANKMENT’S 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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Bibliographic Details
Main Author: (NIM : 15008065), FERNANDY
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

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https://digilib.itb.ac.id/gdl/view/22151

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