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Elasto-viscoplastic simulation of bearing capacity characteristics of strip footing on reninforced s
  • 所属机构名称：同济大学
  • 成果类型：会议
  • 相关项目：基于动态松弛有限元法的砂砾土地基渐进性变形破坏机理研究
同会议论文项目
基于动态松弛有限元法的砂砾土地基渐进性变形破坏机理研究
期刊论文 25 会议论文 8
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