任意荷载下软土一维大应变非线性固结分析

  • 打印
  • 收藏
收藏成功


打开文本图片集

中图分类号:TU433 文献标志码:A

Abstract:Traditional consolidation theory mostly based onsmallstrain assumption is not suitable for soft clay consolidation withla(剩余15028字)

monitor