The shape and location of the slip curve surface,the ultimate bearing capacity under load were found out when the high fill embankment on slope foundation was under unstable condition.

 
  • 結合山區高速公路建設的實(shí)踐,采用足尺模型試驗,得出荷載作用下斜坡地基上高填方路堤滑動(dòng)破壞面出現的位置及形態(tài),并測定了其相應的極限承載力。
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