Influence of Very Slow Landslide on the Stability of Anchored Slopes
碩士 === 逢甲大學 === 土木工程學系 === 103 === It has been stated in the summary report of investigation of landslide at 3.1km of National Highway No. 3 that this incident is caused by softened rock strength and corroded anchor resulted from highly developed joints, geological structures, groundwater infiltrati...
| Main Authors: | , |
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| Other Authors: | |
| Format: | Others |
| Language: | zh-TW |
| Published: |
2015
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| Online Access: | http://ndltd.ncl.edu.tw/handle/41215056381333569099 |