A simplified three-dimensional extension of Hoek-Brown strength criterion  

作　　者：Hangzhou Li Tong Guo Yalin Nan Bo Han 

机构地区：[1]Department of Civil Engineering,Xi’an Jiaotong University,Xi’an,Shaanxi,710049,China [2]Shaanxi Engineering Research Center of Soil Body,China Electronic Research Institute of Engineering Investigation and Design,Xi’an,Shaanxi,710054,China

出　　处：《Journal of Rock Mechanics and Geotechnical Engineering》2021年第3期568-578,共11页岩石力学与岩土工程学报（英文版）

基　　金：This work was supported by the Key Research and Development Programof Shaanxi,China(Grant Nos.2019SF-231and 2020SF-394);the Natural Science Foundation of China(Grant No.41630639).

摘　　要：The Hoek-Brown(HB)strength criterion has been applied widely in a large number of projects around the world.However,this criterion ignores the intermediate principal stress s2.Many evidences have demonstrated that the rock strength is dependent on s2.Thus it is necessary to extend the HB criterion into a three-dimensional(3D)form.In this study,the effect of s2 on the strength of rocks is identified by reviewing the true triaxial tests of various rock types reported in the literature.A simple 3D strength criterion is developed.The modified criterion is verified by the true triaxial tests of 13 rock types.The results indicate that the modified criterion can achieve a good fit to most of rock types.It can represent a series of criteria as b varies.For comparisons,several existing 3D versions of the HB criterion are selected to predict the strengths of these rock types.It is indicated that the proposed criterion works better than other criteria.A substantial relationship between parameter b and the unconfined compressive strength is established,which guarantees that the proposed criterion can still work well even in the absence of true triaxial test data.

关 键 词：Hoek-Brown(HB)strength criterion Three-dimensional(3D)strength criterion Intermediate principal stress Failure envelope 

分 类 号：TU45[建筑科学—岩土工程]