STUDY OF IN SITU STRESS RATIO IMPACTS AGAINST DISPLACEMENT AND INDUCED STRESS ALONG UNDERGROUND POWERHOUSE EXCAVATION USING FINITE ELEMENT METHOD
Rock mass at depth is subjected to in situ stresses. Based on its orientation, in situ stresses are divided into vertical stress and horizontal stress (σv and σh). These stresses are not always possessing same value and will turn into induced stresses when tunnels are excavated. Th...
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| 主要作者: | |
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| 格式: | Final Project |
| 語言: | Indonesia |
| 在線閱讀: | https://digilib.itb.ac.id/gdl/view/28128 |
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| 機構: | Institut Teknologi Bandung |
| 語言: | Indonesia |