Compaction of Hydraulically Placed Fills

W. Turnbull, C. Mansur
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引用次数: 2

Abstract

On the basis of the literature and experience with the placement and compaction of numerous hydraulic fills, it appears that a relative density of 50 to 60% can be obtained with no compaction for well-controlled hydraulic fills containing less than 10% fines. Some other requirements for a well-controlled hydraulic fill are: (1) the water table must be well below the surface of the fill so that there is downward drainage at all times; (2) material must not be bulldozed into low areas without subsequent sluicing, otherwise low densities will result; (3) a uniform flow must be maintained over the fill surface by use of bulldozers and shear boards to direct the flow of water; and (4) deposition into pools of water must be prevented in order to eliminate the accumulation of fines and resulting low densities. If hydraulic fills require relative densities greater than 50 to 60%, then compaction rolling above the water table is required with (track) tractor or rubber-tired rolling equipment or with a steel drum vibrating roller.
水力填土的压实
根据大量水力充填体的放置和压实的文献和经验,对于含有小于10%细粒的控制良好的水力充填体,在不压实的情况下,似乎可以获得50%至60%的相对密度。对控制良好的水力填充物的其他一些要求是:(1)地下水位必须远低于填充物表面,以便始终向下排水;(2)不得将物料推平至低洼地区,否则会造成低密度;(3)利用推土机和剪力板引导水流,必须使填土表面保持均匀的水流;(4)必须防止沉积物进入水池,以消除细颗粒的积聚和由此导致的低密度。如果水力填充物要求相对密度大于50% ~ 60%,则需要使用(履带)拖拉机或橡胶轮胎碾压设备或钢鼓振动压路机在地下水位以上碾压。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
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