Hoek_Brown强度准则研究进展与应用综述.pdfVIP

32 10 Vol.32 No.10 2013 10 Chinese Journal of Rock Mechanics and Engineering Oct.2013 Hoek-Brown 12 12 3 (1. 200092 2. 200092 3. 85721) 1980 E. Hoek E. T. Brown Hoek-Brown(H-B) H-B E. Hoek E. T. Brown H-B H-B H-B H-B 30 a H-B H-B H-B 3 Lode H-B Hoek-Brown TU 45 A 2013 REVIEW OF RESEARCH PROGRESSES AND APPLICATIONS OF HOEK-BROWN STRENGTH CRITERION 12 12 3 ZHU Hehua ZHANG Qi ZHANG Lianyang (1. Key Laboratory of Geotechnical and Underground Engineering of Ministry of EducationTongji UniversityShanghai200092 China 2. Department of Geotechnical EngineeringTongji UniversityShanghai200092China3. Department of Civil Engineering and Engineering MechanicsUniversity of ArizonaTucson85721USA) Abstract E. Hoek and E. T. Brown proposed the Hoek-Brown(H-B) strength criterion in 1980. This strength criterion is now widely accepted and studied by researchers and engineers in rock mechanics and engineering fieldand is now widely applied to rock mass engineering. In this papera systematic review is performed on the progresses of the H-B strength criterion firstlywhich are the work by E. Hoek and E. T. Brownthe studies on the three-dimensional H-B strength criteionthe parameters used in this criterionand the criterion related to anisotropy of rocks with layered joints. Thenthe applications of the H-B strength criterion during the past 30 years to different rock mass engineering problems were revi