夯實(shí)作用下散體充填物料力學(xué)響應(yīng)研究
[Abstract]:With the development of solid filling coal mining technology and the popularization and application in the whole country, the types of filling materials show a diversified trend, such as aeolian sand, loess, gangue, fly ash and open pit slag, and other granular materials are used as filling materials one after another. Through the study of the mechanical properties of bulk materials, the theoretical foundation is laid for further improving the effect of filling mining in the future. In this paper, the discrete element method is introduced into the numerical simulation to study the mechanical response of the bulk filling material based on the basic characteristics of the bulk material. In combination with the laboratory experiment, the parameters of the virtual experiment are finally determined, and the mechanical response of the bulk material under tamping is simulated by EDEM software. The following research results are obtained: (1) the basic characteristics of the bulk filling material are measured by laboratory tests, and the basic parameters of the bulk filling material are obtained according to the virtual parameter calibration experiment. In the virtual calibration test of steel barrel compaction, the intrinsic parameters of gangue particles are obtained: Poisson's ratio is 0.19, density is 2670 kg / m ~ (3), elastic modulus is 15 GPA. In the virtual calibration test of natural rest angle, the recovery coefficient, static friction coefficient and dynamic friction coefficient of gangue particle model are 0.15, 0.44 and 0.05 respectively. (2) with the ramming angle of the compaction mechanism increasing, the static friction coefficient is 0.44 and the dynamic friction coefficient is 0.05. The amount of underconnected top of bulk filling material decreased first and then increased. When the compaction angle is 22 擄and 27 擄, the average compactness of the bulk material is close and larger than that of the ramming angle of 32 擄. Therefore, in the process of ramming, it is necessary to ensure that the tamping plate of the ramming mechanism enters the pile completely and the angle of the ramming should not be too large, so as to ensure the compaction effect and improve the compaction efficiency. (3) with the increasing of the particle size of the bulk material, The amount of underconnected top of bulk material increases and the average density of bulk material decreases continuously. When the particle size distribution is small and medium, the difference of average density is small. Therefore, in the preparation of bulk filling materials, considering the crushing cost, it is suggested that it should be broken to the medium particle size, which can not only increase the crushing speed but also ensure the compactness. (4) with the increasing of the speed of the ramming mechanism, The amount of underconnected top of bulk material shows a linear increasing trend. The speed of the ramming mechanism has little effect on the average compactness of the bulk material behind the ramming mechanism, so it can reduce the ramming speed of the ramming mechanism and reduce the pressure of the pump station and the input of the equipment.
【學(xué)位授予單位】:中國(guó)礦業(yè)大學(xué)
【學(xué)位級(jí)別】:碩士
【學(xué)位授予年份】:2017
【分類號(hào)】:TD823.7
【參考文獻(xiàn)】
相關(guān)期刊論文 前10條
1 謝和平;王金華;姜鵬飛;劉見中;吳剛;周宏偉;任懷偉;;煤炭科學(xué)開采新理念與技術(shù)變革研究[J];中國(guó)工程科學(xué);2015年09期
2 繆協(xié)興;巨峰;黃艷利;郭廣禮;;充填采煤理論與技術(shù)的新進(jìn)展及展望[J];中國(guó)礦業(yè)大學(xué)學(xué)報(bào);2015年03期
3 Chun Feng;Shihai Li;Xiaoyu Liu;Yanan Zhang;;A semi-spring and semi-edge combined contact model in CDEM and its application to analysis of Jiweishan landslide[J];Journal of Rock Mechanics and Geotechnical Engineering;2014年01期
4 繆協(xié)興;;綜合機(jī)械化固體充填采煤技術(shù)研究進(jìn)展[J];煤炭學(xué)報(bào);2012年08期
5 謝和平;王金華;申寶宏;劉見中;姜鵬飛;周宏偉;劉虹;吳剛;;煤炭開采新理念——科學(xué)開采與科學(xué)產(chǎn)能[J];煤炭學(xué)報(bào);2012年07期
6 周躍進(jìn);陳勇;張吉雄;何琪;;充填開采充實(shí)率控制原理及技術(shù)研究[J];采礦與安全工程學(xué)報(bào);2012年03期
7 賀續(xù)文;劉忠;廖彪;王翠翠;;基于離散元法的節(jié)理巖體邊坡穩(wěn)定性分析[J];巖土力學(xué);2011年07期
8 馮光明;王成真;李鳳凱;韓曉東;周振;連小林;;超高水材料開放式充填開采研究[J];采礦與安全工程學(xué)報(bào);2010年04期
9 馮光明;孫春東;王成真;周振;;超高水材料采空區(qū)充填方法研究[J];煤炭學(xué)報(bào);2010年12期
10 繆協(xié)興;;綜合機(jī)械化固體充填采煤礦壓控制原理與支架受力分析[J];中國(guó)礦業(yè)大學(xué)學(xué)報(bào);2010年06期
相關(guān)會(huì)議論文 前1條
1 錢鳴高;許家林;繆協(xié)興;;煤礦綠色開采技術(shù)體系的構(gòu)建與實(shí)踐[A];中國(guó)科協(xié)2004年學(xué)術(shù)年會(huì)第16分會(huì)場(chǎng)論文集[C];2004年
相關(guān)博士學(xué)位論文 前4條
1 周躍進(jìn);難采資源綜合機(jī)械化固體充填開采適宜性評(píng)價(jià)研究[D];中國(guó)礦業(yè)大學(xué);2012年
2 馮光明;超高水充填材料及其充填開采技術(shù)研究與應(yīng)用[D];中國(guó)礦業(yè)大學(xué);2009年
3 張吉雄;矸石直接充填綜采巖層移動(dòng)控制及其應(yīng)用研究[D];中國(guó)礦業(yè)大學(xué);2008年
4 劉傳孝;巖石破壞機(jī)理及節(jié)理裂隙分布尺度效應(yīng)的非線性動(dòng)力學(xué)分析與應(yīng)用[D];山東科技大學(xué);2005年
相關(guān)碩士學(xué)位論文 前2條
1 趙金鳳;鐵路道碴力學(xué)特性的離散元分析[D];大連理工大學(xué);2014年
2 李萬(wàn)鵬;風(fēng)積沙的工程特性與應(yīng)用研究[D];長(zhǎng)安大學(xué);2004年
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