基于 Mohr 库仑(M-C ) 标准,为 geomaterial 的 Druker-Prager (D-P ) 标准的参数在非联系的流动统治下面被决定,并且因此,一个新 D-P 类型标准被介绍。二个假设在推导期间被采用:1 ) 由 M-C 模型和 D-P 模型的主要种类是相等的,并且 2 ) 材料在飞机种类状况下面。在飞机上基于表面的分析,比有 M-C 的 D-P 标准约束圆或 M-C 刻写圆的,建议 D-P 类型标准才好,并且为压力矿脉角度是适用的不到零。由在飞机种类状况和另外的 D-P 标准下面把预言的结果与沙的测试数据作比较,建议标准被验证并且与测试数据同意很好,它进一步在矿脉角度的某些范围比另外的 D-P 类型标准更好被证明是。标准被用户子程序编进有限差别包裹 FLAC3D,并且被用来由力量减小方法分析一个斜坡的稳定性。从建议标准的预言的斜坡安全因素由斯宾塞方法与那同意很好,并且它从经典 D-P 标准是比那更精确的。
Based on Mohr-Coulomb (M-C) criterion, the parameters of Druker-Prager (D-P) criterion for geomaterial were determined under non-associated flow rule, and thus a new D-P type criterion was presented. Two assumptions were employed during the derivation: 1) principal strains by M-C model and D-P model are equal, and 2) the material is under plane strain condition. Based on the analysis of the surface on rt plane, it is found that the proposed D-P type criterion is better than the D-P criterion with M-C circumscribed circle or M-C inscribed circle, and is applicable for stress Lode angle less than zero. By comparing the predicted results with the test data of sand under plane strain condition and other D-P criteria, the proposed criterion is verified and agrees well with the test data, which is further proved to be better than other D--P type criteria in certain range of Lode angle. The criterion was compiled into a finite difference package FLAC3D by user-subroutine, and was used to analyze the stability of a slope by strength reduction method. The predicted slope safety factor from the proposed criterion agrees well with that by Spencer method, and it is more accurate than that from classic D-P criteria.