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路堤高填土應達到什麼密度的問題最近在鐵路工作中被提出來。在文獻中,關於這個問題的系統分析不很多見。這篇報告從土壤的强度理論和土壤的壓縮性質出發,解釋路堤中一些現象的根源,提供合理地設計高填土密度的論據;並且針對現場的需要而介紹一部份有關的蘇聯先進資料。希望關心這件工作的同志們多給以批評和討論。
The question of what density of embankments should be reached in the railway sector has recently been raised. In the literature, there are not many systematic analyzes of this issue. Based on the soil strength theory and the compressibility of the soil, this report explains the root causes of some phenomena in the embankment and provides arguments for the rational design of high fill density. It also presents some relevant advanced Soviet sources in response to the needs of the site. Many of the comrades who wish to care about this work give more criticism and discussion.