CORRELATION OF UCS, PLI, AND YOUNG'S MODULUS OF INTACT ROCK IN INDONESIA
The probability distribution and data point load index (PLI), uniaxial compressive strength (UCS), and Young's modulus (E), play an important role in the numerical analysis of slope and tunnel stability with finite element method. However, obtaining this type of probability distribution and...
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| Format: | Final Project |
| Language: | Indonesia |
| Online Access: | https://digilib.itb.ac.id/gdl/view/76850 |
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| Institution: | Institut Teknologi Bandung |
| Language: | Indonesia |
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