Evaluation of Improved Methods for Geosynthetic-Reinforced Soil Walls with Marginal Backfills subjected to Rainfall
碩士 === 國立臺灣大學 === 土木工程學研究所 === 107 === Geosynthetic reinforced soil walls (GRS walls) are considered as one of the best among all slope stabilization methods. However, in-situ soil (marginal backfill) was often adopted to adhere to a local regulation which specifies that the excavated and backfilled...
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| Format: | Others |
| Language: | en_US |
| Published: |
2019
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| Online Access: | http://ndltd.ncl.edu.tw/handle/49dsum |