SENSITIVITY STUDY OF ROCKFILL UNCONFINED COMPRESSIVE STRENGTH ON SLOPE STABILITY OF DAM BODY IN SUKABUMI VILLAGE
Unconfined Compressive Strength (UCS) of rockfill is a crucial parameter in geotechnical engineering to evaluate shear strength, particularly in construction projects. In the context of slope stability, UCS directly influences the rockfill's ability to resist landslides or slope deformation,...
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| Format: | Theses |
| Language: | Indonesia |
| Online Access: | https://digilib.itb.ac.id/gdl/view/87211 |
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| Institution: | Institut Teknologi Bandung |
| Language: | Indonesia |