###
DOI:
工程科学与技术:2017,49(Z2):115-120
←前一篇   |   后一篇→
本文二维码信息
码上扫一扫!
水灰比对高水材料力学特性影响的试验研究
(四川大学水利水电学院)
Experimental research on Influence of Water cement ratio on Mechanical characteristics of the High-water-content Material
(College of Water Resource and Hydropower)
摘要
图/表
参考文献
相似文献
本文已被:浏览 1975次   下载 551
投稿时间:2016-09-03    修订日期:2017-03-29
中文摘要: 充填开采是实现矿山绿色开采的有效方式,研究量大适宜的充填材料成为充填开采技术应用的关键。高水材料是一种新型矿山充填材料,其受压后的物理力学性能直接影响采空区充填体的稳定性。固体颗粒和水作为高水材料主要的组成物质,其相对含量直接影响高水材料的物理力学特性。利用宏观与微观相结合的综合试验手段,对高水材料在不同水灰比条件下的基本物理性能和强度特性进行了系统研究,结果表明:高水材料结石体微观结构呈网状结构、且具有稀疏多孔等特点,使其可以吸附自身重量数倍的水。水灰比越大,网状结构中孔隙越稀疏,从而形成更大的孔隙结构。高水材料具有与岩石类似的应力应变曲线,但高水材料塑性极高,达到峰值强度后仍能保持较好的完整性。单轴压缩条件下,高水材料会出现明显的析水现象,水灰比越大,析水现象越严重。在单轴压缩条件下,高水材料有X型共轭剪切破坏、单斜剪切破坏和拉伸破坏等几种典型的破坏类型,水灰比较高时,高水材料常呈X型剪切破坏;水灰比较低时,常为劈裂破坏。高水材料单轴峰值强度和残余强度均随水灰比的增大而减小,水灰比越小其应力应变曲线峰值处越陡峻,峰后强度下降得越快,但其残余强度仍保持较高水平。该种材料塑性较好,残余强度较高,适合作为地下矿山采空区的永久充填材料。
Abstract:Backfill mining was an effective way of realizing green mining, and the key part of its application was to do some research into the filling materials. The high-water material was a new kind of filling material, the physical and mechanical properties of high-water material that used for goaf filling directly affect the filling stability, solid particles and water are the main components of high-water material, the relative content of which directly affect its physical and mechanical properties. Based on a series of macroscopic and microscopic tests, the basic physical properties and uniaxial compressive strength characteristics of high-water material with different water cement ratio were studied. The results indicated that 1) Microstructure of high-water material stone exhibits a network structure and is very porous, so it can absorb quantities of water which was greater than its weight. The greater the water cement ratio is, the sparser the fissures in reticular formation will be and thus the larger the reticular formation will be. The phenomenon of dehydration became much more evident when the high-water material’s water cement ratio got larger and when it was under the action of uniaxial compression. 2) The stress-strain curve of high-water material is similar to that of rock material, however, the high-water material exhibits high plasticity and can maintain better integrity after reaching peak strength. 3) Under uniaxial compression, the high-water material often show "X" type shear failure when the water cement is relatively high; but it often shows splitting failure when the water cement is relatively low. The uniaxial peak strength and residual strength of high-water material reduced with the increase of its water cement ratio. With the decrease of water cement ratio, the stress-strain curve at the peak strength became much steeper and the strength after the peak stage reduced much faster while its residual strength remained a higher level. 4) The high-water material displays excellent plastic properties and high residual strength, which is suitable for filling material.
文章编号:201600956     中图分类号:    文献标志码:
基金项目:动力扰动下峰后破裂岩石力学特性及破坏机理研究(51604006);水压轴压共同作用下深部矿井岩石峰后力学效应研究(51369001)
作者简介:
引用文本:
张印,刘长武.水灰比对高水材料力学特性影响的试验研究[J].工程科学与技术,2017,49(Z2):115-120.
Zhang Yin,LIU Chang-wu.Experimental research on Influence of Water cement ratio on Mechanical characteristics of the High-water-content Material[J].Advanced Engineering Sciences,2017,49(Z2):115-120.