A kinematically admissible velocity field for the model can be obtained when the rock slope is divided into different sliding block elements along the slip surface and structural planes.

 
  • 通過(guò)該巖質(zhì)邊坡極限分析上限法計算模型,可以將滑體按照滑裂面和側向結構面離散為不同的滑體單元,并可構建一個(gè)機動(dòng)許可的速度場(chǎng)。
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