Independence verification of peak-strength strain energy storage index from rock specimen shape effects
aSchool of Civil Engineering, Southeast University, Nanjing, 211189, China
bState Key Laboratory of Intelligent Construction and Healthy Operation and Maintenance of Deep Underground Engineering, Sichuan University, Chengdu, 610065, China
cSchool of Geological Engineering and Geomatics, Chang'an University, Xi'an, 710064, China
dSchool of Qilu Transportation, Shandong University, Ji'nan, 250002, China
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Fengqiang Gong obtained his BSc and MSc from Central South University (CSU), China, and PhD from CSU and Swiss Federal Institute of Technology in Lausanne (EPFL). He is a professor in School of Civil Engineering at Southeast University (SEU), a part-time professor at Hunan University of Science and Technology, and a guest professor at International Joint Research Laboratory of Henan Province for Underground Space Development and Disaster Prevention, China. His current research interests include failure mechanism of rockburst and spalling, rock energy storage law and application, rock dynamics, strength-weakening mechanism of deep rock, and damage constitutive model. He is a member of the editorial boards of Geomechanics and Geophysics for Geo-Energy and Geo-Resources, Journal of Central South University, Acta Geophysica, Chinese Journal of Rock Mechanics and Engineering, Journal of Mining and Strata Control Engineering, Journal of Engineering Geology and Nonferrous Metals (Mining Section).
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