6.5 Compilation of test results

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] >>


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