【摘要】：煤巷開(kāi)挖時(shí)瞬間圍巖即出現(xiàn)異常的、較大的彈性變形行為,難以用胡克定律解釋。這表明即便是彈性變形階段,煤體也表現(xiàn)出強(qiáng)烈的非線(xiàn)性行為。這是由于煤體與其他巖石相比,分布著大量的孔隙、裂隙、層理、割理等諸多類(lèi)型的缺陷,具有更加明顯的非均質(zhì)性。首先分析了煤體的非線(xiàn)性彈性特征,而后給出了其非線(xiàn)性彈性力學(xué)行為的本構(gòu)方程,并進(jìn)行了數(shù)值編程,實(shí)現(xiàn)了可以考慮煤體非線(xiàn)性彈性階段的彈塑性NLEPS本構(gòu)模型,最后進(jìn)行了有效的數(shù)值驗(yàn)證,并在大尺度的煤巷開(kāi)挖中進(jìn)行了應(yīng)用可行性分析。計(jì)算結(jié)果表明基于NLEPS本構(gòu)模型的計(jì)算結(jié)果更為準(zhǔn)確地反映了煤層巷道開(kāi)挖卸載誘發(fā)的圍巖非線(xiàn)性變形行為。
[Abstract]:When coal roadway is excavated, abnormal and large elastic deformation appears in surrounding rock, which is difficult to be explained by Hook's law. This indicates that even in the elastic deformation stage, coal bodies exhibit strong nonlinear behavior. This is due to the fact that the coal body has more obvious heterogeneity than other rocks because of the distribution of many kinds of defects such as pores fractures bedding cleats and so on. Firstly, the nonlinear elastic characteristics of coal body are analyzed, then the constitutive equation of nonlinear elastic behavior of coal body is given, and numerical programming is carried out to realize the elastoplastic NLEPS constitutive model which can take into account the nonlinear elastic stage of coal body. Finally, effective numerical verification is carried out, and the feasibility analysis is carried out in large scale coal roadway excavation. The calculation results show that the calculation results based on NLEPS constitutive model reflect the nonlinear deformation behavior of surrounding rock induced by excavation and unloading of coal seam roadway more accurately.
【作者單位】： 中國(guó)礦業(yè)大學(xué)(北京)煤炭資源與安全開(kāi)采國(guó)家重點(diǎn)實(shí)驗(yàn)室;中國(guó)礦業(yè)大學(xué)(北京)資源與安全工程學(xué)院;煤炭開(kāi)采國(guó)家工程技術(shù)研究院;深部煤炭開(kāi)采與環(huán)境保護(hù)國(guó)家重點(diǎn)實(shí)驗(yàn)室;
【基金】：國(guó)家自然科學(xué)基金資助項(xiàng)目(41272347) 國(guó)家科技支撐計(jì)劃資助項(xiàng)目(2013BAB02B01) 煤炭資源與安全開(kāi)采國(guó)家重點(diǎn)實(shí)驗(yàn)室開(kāi)放基金資助項(xiàng)目(SKLCRSM16DCB01)
【分類(lèi)號(hào)】：TD313

【相似文獻(xiàn)】

相關(guān)碩士學(xué)位論文 前2條

1 張文正;幾類(lèi)非線(xiàn)性彈性力學(xué)問(wèn)題的解析解法[D];煙臺(tái)大學(xué);2008年

2 高愛(ài)玲;一類(lèi)非線(xiàn)性彈性力學(xué)方程組的邊值問(wèn)題[D];遼寧師范大學(xué);2013年

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本文編號(hào)：2383991