Physical model tests on stability of shield tunnel face in saturated gravel stratum
To detect the stability of tunnel face with different depth in saturated gravel stratum, three reduced scale model tests were conducted, and the progressive failure process under insufficient support pressure was explored. According to the particle analysis, loosens of particle contact and the initi...
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
2019-07-01
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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/CJGE2019S2033 |
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