A limit equilibrium analysis was used to calculate the factor of safety for the waste mass against possible translational failure along the underlying liner system.

 
  • 為研究垃圾填埋場(chǎng)沿底部襯墊系統破壞的穩定性,將填埋場(chǎng)分為主動(dòng)楔體、被動(dòng)楔體和垃圾壩三部分。
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