弹性纵波在具有非线性法向变形本构关系的节理处的传播特征

对正向入射弹性纵波穿越岩石节理的过程及特性进行理论研究，所研究的岩石节理具有非线性法向变形本构关系。在没有剪切波的情况下，探讨节理的非线性法向变形行为对弹性纵波传播的影响。传统的有关应力波在节理处传播的线性位移不连续理论模型。发展为非线性模型-双曲模型（BB模型），依据此模型，获得了节理透射和反射系数的数值解。该数值解用来进行一系列的参数研究，包括节理初始刚度，节理闭合量相对于最大允许闭合量的比率以及入射波的振幅和频率对节理透射系数的影响等参数研究。也对线性和非线性位移不连续理论模型作了比较。结果表明，线性模型得到的透射和反射系数解是非线性解的一种特例，即当入射波的振幅很弱以至于在波传播中产生的最大节理闭合量相对于最大允许闭合量足够小的条件下，非线性与线性解等同，此外，还发现当波在节理处传播时，节理的非线性变形行为会引起一种高谐波现象。     

Dynamic model of normal behavior of rock fractures

Based on laboratory tests of artificial fractures in mortar material, established the dynamic constitutive model of normal behaviour of rock fracture,. The tests were systematically conducted under quasi-static and dynamic monotonic loading conditions. The fractures were of different numbers of asperities in contact and were subsequently of different initial contact areas, which imitated the natural rock fractures. The rate of compressive load applied normal to the fractures covers a wide range from 10^-1 MPa/s （quasi-static） up to 10^3 MPa/s （highly dynamic）. The normal stress-closure responses of fractures were measured for different loading rates. Based on the stress-closure relation curves measured, a nonlinear （hyperbolic） dynamic model of fracture, normal behaviour, termed as dynamic BB model, was proposed, which was modified from the existing BB model of static normal behaviour of fractures by taking into account the effect of loading rate.     

用UDEC模拟爆炸波在节理岩体中的传播

离散元程序 UDEC与有限差分程序 AUTODYN- 2 D相结合 ,用于模拟节理岩体中爆炸波的传播和节理对波传播的影响 .AUTODYN- 2 D用来模拟地下爆炸过程及生成的爆炸波 ,并输入到 UDEC,然后用 UDEC来模拟爆炸波在节理岩体中的传播 .研究表明 ,UDEC与 AUTO-DYN- 2 D相结合的方法在模拟爆炸过程和爆炸波在节理岩体中的传播是适合的