![]() ![]() In our analysis, the basic safety factors are derived considering time-varying seismic loads to determine the stability of a rock block at each time step. This paper proposes a generalized block theory (GBT) by combining a pseudo-static method and the traditional block theory to evaluate the stability of blocky rock masses during earthquake activities. ![]() tunnel, cavern, and slope) subject to seismic loads is an important issue in the field of rock engineering. ![]() The stability analysis of rock blocks on man-made excavation faces (e.g.
0 Comments
Leave a Reply. |
AuthorWrite something about yourself. No need to be fancy, just an overview. ArchivesCategories |