Investigation of a Multi-tier Geosynthetic-Reinforced Soil Slope Failure subject to Rainfall Infiltration
碩士 === 國立臺灣科技大學 === 營建工程系 === 105 === This paper presents a failure case investigation of a multi-tier geosynthetic-reinforced soil slope with marginal backfill subjects to rainfall infiltration. The considered slope is 26 m high, 4 tier geogrid-reinforced structure constructed for traffic demands i...
| Main Authors: | , |
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| Other Authors: | |
| Format: | Others |
| Language: | zh-TW |
| Published: |
2017
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| Online Access: | http://ndltd.ncl.edu.tw/handle/d2g7vq |