在隧道的设计和施工中,通常采用确定性分析方法计算安全系数,从而衡量隧道拱顶楔形体的稳定性,而传统的确定性方法无法考虑和描述岩体天然存在的空间变异性。基于极限平衡法推导了考虑岩体节理摩擦角空间变异性的隧道拱顶楔形体安全系...在隧道的设计和施工中,通常采用确定性分析方法计算安全系数,从而衡量隧道拱顶楔形体的稳定性,而传统的确定性方法无法考虑和描述岩体天然存在的空间变异性。基于极限平衡法推导了考虑岩体节理摩擦角空间变异性的隧道拱顶楔形体安全系数积分表达式,并通过通用离散元程序(universal distinct element code,简称UDEC)对该表达式进行了验证。基于随机场理论和蒙特卡罗模拟(Monte Carlo Simulation,简称MCS)方法,将生成的岩体节理摩擦角随机场代入推导的隧道拱顶楔形体安全系数积分表达式中,计算了考虑隧道地质力学参数和几何参数不确定性的隧道拱顶楔形体失效概率。结果表明:岩体节理摩擦角的空间变异性对隧道拱顶楔形体失效概率有显著影响,忽略岩体力学参数的空间变异性会明显高估隧道楔形体的失效概率。展开更多
A new method using high water content material to mechanically fill cross roadways to form artificial bottom for coal faces was introduced. The reasonable determination of filling range, the optimization of the compou...A new method using high water content material to mechanically fill cross roadways to form artificial bottom for coal faces was introduced. The reasonable determination of filling range, the optimization of the compounding ratio of high water content material, and the filling technique were discussed in detail. This new method has been spread after industrial testing in Baodian Colliery. Compared with the traditional method, the manual wooden chock method, the new one decreases about 40% of the filling range and cost in dealing every one set of cross roadway in the testing condition.展开更多
文摘在隧道的设计和施工中,通常采用确定性分析方法计算安全系数,从而衡量隧道拱顶楔形体的稳定性,而传统的确定性方法无法考虑和描述岩体天然存在的空间变异性。基于极限平衡法推导了考虑岩体节理摩擦角空间变异性的隧道拱顶楔形体安全系数积分表达式,并通过通用离散元程序(universal distinct element code,简称UDEC)对该表达式进行了验证。基于随机场理论和蒙特卡罗模拟(Monte Carlo Simulation,简称MCS)方法,将生成的岩体节理摩擦角随机场代入推导的隧道拱顶楔形体安全系数积分表达式中,计算了考虑隧道地质力学参数和几何参数不确定性的隧道拱顶楔形体失效概率。结果表明:岩体节理摩擦角的空间变异性对隧道拱顶楔形体失效概率有显著影响,忽略岩体力学参数的空间变异性会明显高估隧道楔形体的失效概率。
文摘A new method using high water content material to mechanically fill cross roadways to form artificial bottom for coal faces was introduced. The reasonable determination of filling range, the optimization of the compounding ratio of high water content material, and the filling technique were discussed in detail. This new method has been spread after industrial testing in Baodian Colliery. Compared with the traditional method, the manual wooden chock method, the new one decreases about 40% of the filling range and cost in dealing every one set of cross roadway in the testing condition.
