Uniaxial compression tests on geosynthetic-encased stone columns with different fills
15 samples of geosynthetic-encased stone columns (GESCs) with a dimension of ϕ300 mm×600 mm and degree of compaction of 0.9 are made using three types of fills of crushed stone, pebble and sand and five different strength woven sleeves made of polypropylene geotextiles. The uniaxial compression test...
保存先:
| 第一著者: | |
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| フォーマット: | Artigo |
| 言語: | Inglês |
| 出版事項: |
Editorial Office of Chinese Journal of Geotechnical Engineering
2019-01-01
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| シリーズ: | Yantu gongcheng xuebao |
| 主題: | |
| オンライン･アクセス: | https://www.cgejournal.com/en/article/doi/10.11779/CJGE201901016 |
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