ANALYSIS OF YIELD FUNCTIONS OF MARBLE UNDER DIFFERENT LOADING AND UNLOADING STRESS PATHS
ZHANG Liming1,2,GAO Su1,WANG Zaiquan1,KONG Liang1
(1. College of Science,Qingdao Technological University,Qingdao,Shandong 266033,China;2. Co-operative Innovation Center of Engineering Construction and Safety in Shandong Peninsula Blue Economic Zone,Qingdao Technological University,
Qingdao,Shandong 266033,China)
Abstract:Conventional triaxial experiments and unloading experiments of marble were carried out. The forms of yielding functions on the meridian plane were discussed under different loading and unloading stress paths. According to the generalized theory of plastic mechanics,the mathematical expressions of the yielding surface of shearing in q direction and the volumetric yielding surface in p direction were given. Results show that the yielding surface for shearing was linear under the loading stress path, was a parabola under the unloading stress path. The volume of the marble samples dilated under both the loading and unloading stress paths. The volumetric yielding surface was divided into the compression stage and the expansion stage. The volumetric yielding surface of marble under the loading stress path made up by two linear segments and under the unloading stress path was a parabola. The yield function determined according to the test results reflected the impact of the stress path changes and the anisotropy of rock and avoided the disadvantages of assumed ones. The plastic shear strain and plastic volume strain increased faster under the unloading stress path than under the loading path. The subsequent yield surface developed to the limit yield surface very quickly. These results illustrate that the unloading failure occurring more suddenly.
陈卫忠,刘豆豆,杨建平,等. 大理岩卸围压幂函数型Mohr强度特性研究[J]. 岩石力学与工程学报,2008,27(11):2 214-2 220. (CHEN Weizhong,LIU Doudou,YANG Jianping,et al. Power function based Mohr strength criterion for marble with unloading confining pressures[J]. Chinese Journal of Rock Mechanics and Engineering,2008,27(11):2 214-2 220.(in Chinese))
[2]
汪 斌,朱杰兵,邬爱清,等. 高应力下岩石非线性强度特性的试验研究[J]. 岩石力学与工程学报,2010,29(3):542-548.(WANG Bin,ZHU Jiebing,WU Aiqing,et al. Experimental validation of nonlinear strength property of rock under high geostress[J]. Chinese Journal of Rock Mechanics and Engineering,2010,29(3):542-548. (in Chinese))
[3]
吕颖慧,刘泉声,江 浩. 基于高应力下花岗岩卸荷试验的力学变形特性研究[J]. 岩土力学,2010,31(2):337-344.(LU Yinghui,LIU Quansheng,JIANG Hao. Study of mechanical deformation characteristics of granite in unloading experiments of high stress[J]. Rock and Soil Mechanics,2010,31(2):337-344.(in Chinese))
[4]
柴文革. 围压卸载条件下花岗岩损伤演化与破坏试验研究[博士学位论文][D]. 北京:中国矿业大学,2009.(CHAI Wenge. Experimental research on damage evolution and fail of granite under unloading confining pressure[Ph. D. Thesis][D]. Beijing:China University of Mining and Technology,2009.(in Chinese))
Your browse does not support frame!