所屬欄目:土石筑壩材料碾壓試驗(yàn)
6.5.1 The void ratio under every level of pressure after deformationstabilizes is calculated by Equation (6.5.1-1):Where:ei=void ratio under a certain level of pressure.e0=initial void ratio of rockfill.Δhi=height variation of sample under a certain level ......(本文共 716 字 , 2 張圖) [閱讀本文] >>