STUDY OF STONE COLUMN INTERACTION BEHAVIOUR WITH POTENTIALLY LIQUEFIED SOIL DURING DESIGN EARTHQUAKES (CASE STUDY OF RUNWAY 3 BANDARA SOEKARNO-HATTA AIRPORT)
Structural failure due to the loss of stability of the soil during an earthquake usually occurs in sand soil that is saturated and has a uniform gradation. This event is usually known as failure due to melting sand soil during an earthquake or called liquefaction. Stone column is one method of soil...
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| Format: | Theses |
| Language: | Indonesia |
| Online Access: | https://digilib.itb.ac.id/gdl/view/48066 |
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| Institution: | Institut Teknologi Bandung |
| Language: | Indonesia |