Oblique pullout capacity of a single drilled pile in sandy grains cemented by methane hydrates: DEM analyses

著录项

• 来源
  《Soil-structure interaction, underground structures and retaining walls》|2013年|155-160|共6页
• 会议地点 Paris(FR)
• 作者

  Fang LIU; Mingjing JIANG;

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• 作者单位

  Department of Geotechnical Engineering, Tongji University, Shanghai, China State Key Laboratory of Disaster Reduction in Civil Engineering, Tongji University, Shanghai, China Key Laboratory of Geotechnical and Underground Engineering (Tongji University), Ministry of Education, Shanghai, China;

  Department of Geotechnical Engineering, Tongji University, Shanghai, China State Key Laboratory of Disaster Reduction in Civil Engineering, Tongji University, Shanghai, China Key Laboratory of Geotechnical and Underground Engineering (Tongji University), Ministry of Education, Shanghai, China;

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• 会议组织
• 原文格式 PDF
• 正文语种 eng
• 中图分类
• 关键词

  oblique uplift capacity of a drilled pile; DEM analyses; marine soil; stabilization by methane hydrate;

  机译：钻孔桩的斜升能力； DEM分析；海洋土壤甲烷水合物稳定;