为了揭示笼状含能材料六硝基六氮杂异伍兹烷(hexanitrohexaazaisowurtzitane,ε-CL-20)冲击感度各向异性规律,采用低梯度色散校正的反应性力场(reactive force field with low-gradient dispersion corrections,ReaxFF-lg)和分子动力学...为了揭示笼状含能材料六硝基六氮杂异伍兹烷(hexanitrohexaazaisowurtzitane,ε-CL-20)冲击感度各向异性规律,采用低梯度色散校正的反应性力场(reactive force field with low-gradient dispersion corrections,ReaxFF-lg)和分子动力学方法,分别垂直ε-CL-20的6个重要晶面(010)、(110)、(201)、(011)、(111)和(001)进行多尺度冲击加载模拟,考察体系内应力、温度以及化学反应与冲击方向的关联规律。结果表明ε-CL-20具有明显的冲击感度各向异性,6个重要晶面冲击感度强弱顺序为:(010)>(110)>(201)≈(011)>(111)>(001)。垂直于(010)晶面冲击时体系的力-热-化学响应最强、感度最高,垂直于(001)晶面冲击时体系的力-热-化学响应最弱、感度最低。以ε-CL-20不同晶面冲击响应特性为基础,总结了平面层状堆积含能材料的冲击感度各向异性规律,即当冲击方向平行于分子层时冲击感度最高,垂直于分子层时冲击感度最低。展开更多
Addressing the issues of significant entry settlement and severe mining pressure manifestations in the conventional 121 approach,an innovative N00 approach is proposed.By comparing the mining process and entry formati...Addressing the issues of significant entry settlement and severe mining pressure manifestations in the conventional 121 approach,an innovative N00 approach is proposed.By comparing the mining process and entry formation process of different approaches,the characteristics of entry roof settlement evolution under different approaches are obtained.The N00 approach,which incorporates roof cutting and NPR cable support,optimizes the mining and entry formation process to reduce the settlement phase of entry roof,decreases the settlement of entry roof,and enhances the steadiness of entry roof.The N00 approach modifies the entry roof structure through roof cutting and establishes a hydraulic support load mechanics model for the mining panel to derive the theoretical load pressure formula for the N00 approach’s hydraulic support.Compared with the conventional 121 approach,the pressure on the N00 approach’s hydraulic support is reduced.Empirical data obtained through field monitoring demonstrate that the N00 approach has reduced the roof settlement of the entry and weakened the mining pressure manifestation at the mining panel,achieving the goal of protecting the entry and mining panel.展开更多
文摘为了揭示笼状含能材料六硝基六氮杂异伍兹烷(hexanitrohexaazaisowurtzitane,ε-CL-20)冲击感度各向异性规律,采用低梯度色散校正的反应性力场(reactive force field with low-gradient dispersion corrections,ReaxFF-lg)和分子动力学方法,分别垂直ε-CL-20的6个重要晶面(010)、(110)、(201)、(011)、(111)和(001)进行多尺度冲击加载模拟,考察体系内应力、温度以及化学反应与冲击方向的关联规律。结果表明ε-CL-20具有明显的冲击感度各向异性,6个重要晶面冲击感度强弱顺序为:(010)>(110)>(201)≈(011)>(111)>(001)。垂直于(010)晶面冲击时体系的力-热-化学响应最强、感度最高,垂直于(001)晶面冲击时体系的力-热-化学响应最弱、感度最低。以ε-CL-20不同晶面冲击响应特性为基础,总结了平面层状堆积含能材料的冲击感度各向异性规律,即当冲击方向平行于分子层时冲击感度最高,垂直于分子层时冲击感度最低。
基金Project(2022XDHZ12)supported by the Lvliang Technology Project,ChinaProjects(8232056,2232080)supported by the Beijing Natural Science Foundation,ChinaProject([2020]3008)supported by the Science and Technology Projects in Guizhou Province,China。
文摘Addressing the issues of significant entry settlement and severe mining pressure manifestations in the conventional 121 approach,an innovative N00 approach is proposed.By comparing the mining process and entry formation process of different approaches,the characteristics of entry roof settlement evolution under different approaches are obtained.The N00 approach,which incorporates roof cutting and NPR cable support,optimizes the mining and entry formation process to reduce the settlement phase of entry roof,decreases the settlement of entry roof,and enhances the steadiness of entry roof.The N00 approach modifies the entry roof structure through roof cutting and establishes a hydraulic support load mechanics model for the mining panel to derive the theoretical load pressure formula for the N00 approach’s hydraulic support.Compared with the conventional 121 approach,the pressure on the N00 approach’s hydraulic support is reduced.Empirical data obtained through field monitoring demonstrate that the N00 approach has reduced the roof settlement of the entry and weakened the mining pressure manifestation at the mining panel,achieving the goal of protecting the entry and mining panel.
基金Projects(52074298,51904207)supported by the National Natural Science Foundation of ChinaProject(8232056)supported by the Natural Science Foundation of Beijing Municipality,China+1 种基金Project(2022XDHZ12)supported by the Liulin Energy and Environment Academician Workstation,ChinaProject([2020]3008J)supported by the Science and Technology Programs in Guizhou Province,China。
