关键词: 强度折减法, 失稳判据, 三维边坡, 塑性区贯通率, 位移突变

Abstract: For the purpose of trying to find a reasonable criterion for stability analysis of three-dimensional slope based on strength reduction method, the displacement mutation criterion and the connectivity criterion of plastic zone are analyzed based on Zhenzhuba slope by FLAC3D; and then the results are compared with the ANSYS and two-dimensional limit equilibrium’s ones. It is shown that, in the stability analysis of three-dimensional slope using strength reduction, mutations are easily identified in the curve between the increments of total displacement and reduction factors and reasonable feature points should be selected on the top of the slope for the displacement mutation criterion. Meanwhile, a modified criterion is put forward due to the shortcomings of the connectivity of plastic zone criterion. It is that the mutations, which are on the curve between the increments of penetration rate of the plastic zone and reduction factors, are used to judge the instability state of three-dimensional slope. So the reasonable choice of three-dimensional slope’s instability criterion should be as follows. If the slip band is known clearly, the increments of penetration rate of the plastic zone criterion is suggested; if not, the displacement increment mutation criterion is suggested.

Key words: strength reduction method, instability criterion, three-dimensional slope, penetration rate of plastic zone, displacement mutation