The test results show that the compression modulus,modulus of resilience,cohesion and angle of internal friction of the compaction loess increase with the compactive effort.

 
  • 試驗結果表明:壓實(shí)黃土的壓縮模量、回彈模量、粘聚力及內摩擦角隨擊實(shí)功的增大而增大;強夯壓實(shí)黃土的干密度普遍較擊實(shí)黃土低,但其壓縮模量和強度較室內擊實(shí)黃土明顯地大。
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