Based on creep test of soft sheaf, according to time effect of long term strength, Fuxin Haizhou open-pit coal mine slope is exemplified to study dynamic stability of side slope, and method for predicting the instability of this slope is discussed.
英
美
- 摘要以阜新海州露天礦邊坡為例，在弱層流變試驗的基礎上，依據其長(cháng)期強度的時(shí)間效應，對該處邊坡進(jìn)行了穩定性動(dòng)態(tài)評價(jià)，探討了該類(lèi)型邊坡失穩預測的方法。
