A series of 1-D consolidation tests were carried out for soft clay with different over pressure ratios (OPR) and different preloading durations.

 
  • 摘要通過(guò)不同超載比、不同作用時(shí)間的一維固結試驗,研究軟土在超載作用過(guò)程的變形機理。
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