期刊文献+
共找到2篇文章
< 1 >
每页显示 20 50 100
坑道钻机回转驱动用液力制动锁紧装置设计 被引量:2
1
作者 张刚 《煤矿机械》 北大核心 2020年第1期100-101,共2页
针对煤矿井下坑道钻机用回转驱动存在结构性间隙而造成的钻进施工晃动问题,设计了一种液力制动锁紧装置,利用回转驱动现有空间与其装配固定,通过钻机液压系统为其供油,将液力转换为制动扭矩,消除了回转驱动间隙,提高了钻机施工稳定性及... 针对煤矿井下坑道钻机用回转驱动存在结构性间隙而造成的钻进施工晃动问题,设计了一种液力制动锁紧装置,利用回转驱动现有空间与其装配固定,通过钻机液压系统为其供油,将液力转换为制动扭矩,消除了回转驱动间隙,提高了钻机施工稳定性及安全性。 展开更多
关键词 坑道钻机 回转驱动 结构性间隙 晃动 液力制动锁紧
下载PDF
Influence of Organic Matter Content on Hydro-Structural Properties of Constructed Technosols 被引量:1
2
作者 Maha DEEB Michel GRIMALDI +3 位作者 Thomas Z.LERCH Anne PANDO Pascal PODWOJEWSKI Manuel BLOUIN 《Pedosphere》 SCIE CAS CSCD 2016年第4期486-498,共13页
Constructed Technosols may be an alternative for creating urban green spaces. However, the hydro-structural properties emer- ging from the assembly of artefacts have never been documented. The soil shrinkage curve (... Constructed Technosols may be an alternative for creating urban green spaces. However, the hydro-structural properties emer- ging from the assembly of artefacts have never been documented. The soil shrinkage curve (SSC) could provide relevant structural information about constructed Technosols, such as the water holding capacity of each pore system (macropores and micropores). The objectives of this study were (i) to evaluate the SSC and water retention curve (WRC) to describe the structure of constructed Tech- nosols and (ii) to understand the influence of organic matter content on soil hydro-structural properties. In this study, Technosols were obtained by mixing green waste compost (GWC) with the material excavated from deep horizons of soil (EDH). The CWC was mixed with EDH in six different volumetric percentages from 0% to 50% (GWC/total). The GWC and EDH exhibited highly divergent hydro-structural properties: the SSC was hyperbolic for GWC and sigmoid for EDH. All six mixture treatments (0%, 10%, 20%, 30%, 40% and 50% GWC) exhibited the classical sigmoid shape, revealing two embedded levels of pore systems. The 20% GWC treatment was hydro-structurally similar to the 30% and 40% GWC treatments; so, a large quantity of expansive GWC is unnecessary. The relation with the GWC percentage was a second-degree equation for volumetric available water in micropores, but was linear for volumetric available water in macropores and total volumetric available water. Total volumetric available water in the 50% GWC treatment was twice as high as that in the 0% GWC treatment. By combining SSCs and WRCs, increasing the GWC percentage increased water holding capacity by decreasing the maximum equivalent size of water-saturated micropores at the shrinkage limit and increasing the maximum equivalent size of water-saturated macropores, resulting in an increased range of pore diameter able to retain available water. 展开更多
关键词 available water soil shrinkage curve soil water content water holding capacity water retention curve
原文传递
上一页 1 下一页 到第
使用帮助 返回顶部