土结构中壤土的密度和变形的试验研究

K. Baibolov, D. Artykbaev, K. Ibragimov, K. Nazarov
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引用次数: 0

摘要

本文介绍了确定壤土的最佳含水率和最大密度塑性数的结果,以及研究和试验的结果,确定了最有前途的减少采石场土壤水分的方法。此外,还介绍了采石场的开发、未压实层厚度的确定、压实机制的选择、沿一条轨道的通道数、大坝回填期间拟建实验区干土密度的确定以及所需密度的图表等研究结果。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
EXPERIMENTAL-EXPERIMENTAL STUDIES OF THE DENSITY AND DEFORMATION OF LOAMY SOILS OF SOIL STRUCTURES
This paper presents the results of determining the optimal moisture content and the maximum density of the plasticity number of loamy soil, the results of studies and experiments to determine the most promising ways to reduce quarry soil moisture. In addition, the results of studies on the development of a quarry, determination of the thickness of an uncompacted layer, the choice of a compaction mechanism, the number of passes along one track, the determination of the density of dry soil in the proposed experimental field areas during the backfilling of the dam, and graphs of the required densities are presented.
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