According to the structure form of room and pillar goaf in gypsum mine, the mechanical model of pillar roof composite supporting structure was established in this research. Based on the cusp catastrophe theory and energy dissipation theory, the energy dissipation relationship of the support structure was analyzed, and a new instability criterion of the support system was derived by introducing the control parameters α and β. On this basis, the study of blasting caving was carried out. The influence of row spacing and hole depth on blasting caving was analyzed using ANSYS/LS DYNA software. The blasting influence range, stress wave attenuation and vibration velocity attenuation indices are obtained, and the blasting parameters such as the optimal distance and depth of blast holes between pillars and roof were optimized. Based on the results of theoretical analysis and numerical, combined with the engineering geological conditions of Dahan gypsum mine, the practical study of blasting caving was carried out. The caving scheme and caving sequence was determined, then the blasting caving effect was analyzed. The caving effect was found to be good, and the applicability of the theoretical model is verified.
本文利用763式地震仪记录的地震瑞利面波资料,用双台法计算出瑞利面波的频散曲线,从而得到相速度.将我国东部地区(99.8°—123.8°E,20°—44°N)分成4°×4°大小的方格,利用代数重建法得出该地区上地幔与地壳的横向不均匀性.对同一地区再进行一次分块,块的大小为8°×8°,考虑到各向异性对面波相速度的影响,利用周期为60 s 的面波相速度资料,反演出我国东部的横向不均匀和各异向性的特征。 相似文献