發(fā)布時(shí)間：2018-05-03 18:31

  本文選題：采空區(qū) + 沉陷盆地�。� 參考：《吉林大學(xué)》2017年碩士論文

【摘要】：我國(guó)是煤炭資源消費(fèi)大國(guó)也是原煤開(kāi)采大國(guó),因煤炭開(kāi)采導(dǎo)致的土地沉陷面積正在逐年增加。由于煤炭開(kāi)采過(guò)程而導(dǎo)致的區(qū)域的水文地質(zhì)環(huán)境發(fā)生破壞和地表沉陷區(qū)的形成,嚴(yán)重破壞了地區(qū)的生態(tài)環(huán)境,造成地表農(nóng)業(yè)欠收、建筑物與道路塌陷等一系列環(huán)境惡化現(xiàn)象。因此需要對(duì)采空區(qū)的地表影響范圍進(jìn)行計(jì)算分析,為恢復(fù)治理提供依據(jù)。本文以吉林省舒蘭礦業(yè)集團(tuán)東富二礦所在的舒蘭市東富村地表沉陷變形情況為研究對(duì)象,分析了研究區(qū)地質(zhì)條件和采空區(qū)條件對(duì)采空區(qū)地面沉陷的影響。對(duì)研究區(qū)的地表變形情況進(jìn)行了詳細(xì)的勘察,確定了已有地面變形危害分布范圍,并確定了不同地表變形現(xiàn)象的成因機(jī)制。根據(jù)研究區(qū)多層煤層采空區(qū)的位置和規(guī)模,并結(jié)合已有成果和研究區(qū)實(shí)際地質(zhì)條件確定概率積分法所需的計(jì)算參數(shù),然后分別計(jì)算了各采空區(qū)的最大可能沉陷值和影響區(qū)域,再運(yùn)用疊加法,根據(jù)計(jì)算結(jié)果繪制出各煤層采空區(qū)的最大可能沉陷盆地和綜合研究區(qū)所有煤層采空區(qū)的最大可能沉陷盆地。并分別分析了各煤層采空區(qū)所形成的沉陷盆地對(duì)研究區(qū)的影響,并結(jié)合研究區(qū)所有采空區(qū)沉陷盆地特征和研究區(qū)現(xiàn)有地表沉陷特征,確定了研究區(qū)沉陷趨于穩(wěn)定區(qū)域和沉陷變形發(fā)展區(qū)域。運(yùn)用FLAC3D程序?qū)ρ芯繀^(qū)進(jìn)行三維數(shù)值模擬計(jì)算,分析研究區(qū)的最大可能沉陷形態(tài)。選用霍克-布朗模型作為研究區(qū)巖層模擬的本構(gòu)模型,選用莫爾-庫(kù)倫模型作為研究區(qū)土層模擬的本構(gòu)模型。數(shù)值模擬模型的強(qiáng)度參數(shù)由室內(nèi)巖土體試驗(yàn)、以及基于實(shí)際地質(zhì)情況選擇的霍克-布朗強(qiáng)度經(jīng)驗(yàn)參數(shù)確定。根據(jù)研究區(qū)煤層采掘平面圖和地質(zhì)剖面圖擬合地層起伏變化,并將研究區(qū)地表地形特征和巖層起伏形態(tài)反應(yīng)到建立的數(shù)值模擬模型中。分析了兩種方法計(jì)算結(jié)果的不同,認(rèn)為這主要由于概率積分法未考慮采空區(qū)間的相互作用和對(duì)研究區(qū)地質(zhì)參數(shù)進(jìn)行均質(zhì)化、單一化選取,相比數(shù)值計(jì)算方法的結(jié)果更具有實(shí)際意義。最后運(yùn)用FLAC3D程序模擬分析了地形形態(tài)和煤層傾角的變化對(duì)采空區(qū)沉陷盆地的影響。共建立3組對(duì)比實(shí)驗(yàn),共10個(gè)數(shù)值模型進(jìn)行分析。分別研究了:地表地形不變,采空區(qū)在地表斜坡體的平面相對(duì)位置變化時(shí)沉陷盆地的變化;采空區(qū)的位置不變,地表斜坡體在不同坡度時(shí)沉陷盆地的變化;地表地形不變,煤層傾角變化時(shí)沉陷盆地的變化。并確定了各因素對(duì)采空區(qū)沉陷盆地的影響程度,探討了產(chǎn)生影響的原因。
[Abstract]:China is a big country of coal resource consumption and raw coal mining. The land subsidence area caused by coal mining is increasing year by year. As a result of the coal mining process, the hydrogeological environment of the area is destroyed and the surface subsidence area is formed, which seriously destroys the ecological environment of the area, resulting in a series of environmental deterioration phenomena, such as the underharvest of surface agriculture, the collapse of buildings and roads, and so on. Therefore, it is necessary to calculate and analyze the surface influence range of goaf to provide basis for restoration and control. In this paper, the deformation of surface subsidence in Dongfulcun, Shulan City, Jilin Province, is studied, and the influence of geological conditions and goaf conditions on surface subsidence in goaf is analyzed. In this paper, the ground deformation in the study area is investigated in detail, and the distribution range of ground deformation damage is determined, and the cause mechanism of different surface deformation phenomena is determined. According to the position and scale of the goaf in the multi-layer coal seam in the study area, combined with the existing results and the actual geological conditions of the study area, the calculation parameters needed by the probability integration method are determined, and the maximum possible subsidence value and the influence area of each goaf are calculated respectively. According to the calculation results, the maximum possible subsidence basins in each coal seam goaf and the maximum possible subsidence basins in all coal seam goaf areas in the comprehensive study area are plotted by using superposition method. The influence of the subsidence basins formed in each coal seam goaf on the study area is analyzed, and combined with the subsidence basin characteristics of all the goaf in the study area and the existing surface subsidence characteristics in the study area, The stable subsidence area and the subsidence deformation development area in the study area are determined. In this paper, FLAC3D program is used to simulate the study area, and the maximum possible subsidence shape of the study area is analyzed. The Hawk-Brown model is used as the constitutive model of strata simulation in the study area, and the Mohr Coulomb model is used as the constitutive model of soil layer simulation in the study area. The strength parameters of the numerical simulation model are determined by the indoor rock and soil tests and the Hawk-Brownian strength empirical parameters selected based on the actual geological conditions. According to the mining plan and geological profile of coal seam in the study area, the variation of stratigraphic fluctuation is fitted, and the topographic characteristics and the undulating form of rock layer in the study area are reflected into the established numerical simulation model. The difference between the two methods is analyzed, which is mainly due to the fact that the probabilistic integration method does not consider the interaction between the goaf and homogenize the geological parameters of the study area. Compared with the numerical method, the results are more practical. Finally, the effects of topography and coal seam inclination on the subsidence basin in goaf are simulated and analyzed by FLAC3D program. Three groups of comparative experiments were established and 10 numerical models were analyzed. The subsidence basin changes of goaf in the plane relative position of the surface slope, the subsidence basin with the same goaf position, the subsidence basin change with different slope degree, the surface topographic change with the same surface topography are studied. The change of subsidence basin when coal seam inclination changes. The influence degree of various factors on the subsidence basin in goaf is determined, and the cause of the influence is discussed.
【學(xué)位授予單位】：吉林大學(xué)
【學(xué)位級(jí)別】：碩士
【學(xué)位授予年份】：2017
【分類號(hào)】：TD325.3

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