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- W2390678186 abstract "For an underground structure, long-term shear strength of the surrounding rock always concerns engineering designers and researchers. In fact, the shear strength tested within a limited time period does not truly reflect its long-term strength. Therefore, it is very important to conversely calculate the long-term shear strength of rock pillar (including the base of pillar) of large ancient underground caverns, based on its shearing failure. In this paper the back analysis of long-term shear strength of no.4-2 rock pillar in the no.4 cavern at Longyou Caverns is presented. In order to further consider distribution of stresses in different parts of the shearing surface, the authors used FLAC-3D in simulation. The results shows." @default.
- W2390678186 created "2016-06-24" @default.
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- W2390678186 date "2005-01-01" @default.
- W2390678186 modified "2023-09-25" @default.
- W2390678186 title "ON BACK ANALYSIS OF LONG-TERM SHEAR STRENGTH OF NO.4-2 ROCK PILLAR IN THE NO.4 CAVERN OF LONGYOU CAVERNS" @default.
- W2390678186 hasPublicationYear "2005" @default.
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