沈抚地区煤矸石在辽东北地区普通公路基层中的应用研究
[Abstract]:Coal gangue is a kind of hard rock associated with or symbiotic with coal in the forming process. It is a by-product of coal mining and production. It is not only a solid waste, but also a available resource. The types of coal gangue in different areas are different, the content of coal gangue is different, the physical and chemical properties are different, and the size and strength of coal gangue in the same area are different, so the mechanical properties and structure of gangue are not studied systematically. Most of the waste coal gangue around the coal mine is piled around the mine by conical or valley dumping, resulting in the coal gangue accumulation in the surrounding area of the coal mine, occupying a large amount of farmland land; in addition, In the rainy season, the fine coal gangue is washed to the surface by Rain Water, which makes the desertification of farmland serious, resulting in the reduction of grain production, and the natural decomposition of coal gangue during the stacking process may also release many kinds of toxic gases. The atmospheric environment and water resources are seriously polluted, the ecological environment is seriously damaged, and the health of people is endangered. Therefore, how to use coal gangue to solve environmental problems is an urgent social problem. This paper relies on the experimental road, starting point Dataizi, and ending point Li Xiang, located in Shenjing Zi Town, Wanghua District, Fushun City. Taking the coal gangue in Fushun mining area as the research object, on the basis of consulting a large number of related documents at home and abroad, the mineral composition, basic physical index (including the particle composition, needle shape, crushing value of coal gangue) of coal gangue are analyzed. A large number of indoor and outdoor tests have been carried out on liquid-plastic limit and sand equivalent, road performance (including 7 days unconfined compressive strength, splitting strength, freezing resistance and low temperature shrinkage property). Based on the finite element analysis, the mechanical properties and service life of coal gangue are studied. It is concluded that coal gangue is applicable to the road base and has a broad prospect. The main contents of this paper are as follows: 1. The physicochemical and engineering properties of coal gangue (burned and unburned) in Shenfu area are analyzed in detail. The influence of physical and chemical characteristics on the filling of roadbed by coal gangue is studied. The compressive strength, splitting strength, low temperature shrinkage and frost resistance of coal gangue were studied through indoor road performance test, and the feasibility of filling roadbed with coal gangue was determined. Based on the experimental road, the correlation between inorganic binder and coal gangue base material was studied, and the field performance of coal gangue was evaluated. Based on BISAR software, the reasonable layer of pavement structure of coal gangue base is determined synthetically, and its mechanical characteristics and service life are studied, which provides the theoretical basis for popularizing the application of low activity gangue in different grade roads. It is self-evident that coal gangue material is used in subgrade filling to make waste use, to turn waste into treasure and to protect environment. On the one hand, coal gangue material used in filling roadbed can effectively reduce the extra expense of coal gangue treatment in coal mine, solve the problem that many coal gangue accumulates into mountains and pollutes the ecological environment in many coal mines. On the other hand, the coal gangue material used to fill the roadbed can effectively reduce the cost of using it as the subgrade material in highway construction. The gangue material belongs to the waste utilization, which only needs to pay the extra cost of transportation, preservation and processing. However, how to further make full use of coal gangue is still an urgent problem.
【学位授予单位】:吉林大学
【学位级别】:硕士
【学位授予年份】:2015
【分类号】:U414
【参考文献】
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4 周梅;李志国;吴英强;张晓帆;艾丽;;石灰-粉煤灰-水泥稳定煤矸石混合料的研究[J];建筑材料学报;2010年02期
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6 于玲;周宇;包龙生;王美英;;营口地区煤矸石应用于道路底基层配合比及路用性能试验[J];沈阳建筑大学学报(自然科学版);2009年05期
7 步跃超;张绪宏;;“煤矸石铺筑路堤”计价依据的编制过程[J];黑龙江交通科技;2009年07期
8 李伟;程培峰;李国栋;;煤矸石沥青混合料路用性能的试验[J];东北林业大学学报;2009年06期
9 李文成;;煤矸石在道路工程中的应用初探[J];科技风;2009年10期
10 张永娟;张雄;;异类矿物外加剂复合胶凝效应研究[J];同济大学学报(自然科学版);2008年08期
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