RESEARCH ON FROST DEFORMATION CHARACTERISTICS OF
ROCK AND SIMULATION OF TUNNEL FROST DEFORMATLON IN
COLD REGION
KANG Yongshui1,LIU Quansheng1,ZHAO Jun2,ZHANG Fang1
(1. State Key Laboratory of Geomechanics and Geotechnical Engineering,Institute of Rock and Soil Mechanics,Chinese Academy of Sciences,Wuhan,Hubei 430071,China;2. School of Civil Engineering and Architecture,Anhui University of Science and Technology,Huainan,Anhui 232001,China)
Abstract:In order to study the frost deformation of rock under subfreezing temperature,strains of dry and saturated rock samples at low temperature were tested by strain gauge method. The result proves that dry rock samples behave as linear elastic characteristics during one freeze-thaw cycle,while the deformation of saturated rocks experienced four stages as follows:thermal contraction stage,frost expansion stage,thawing contraction stage and thermal expansion stage,and the residual strains were evident. Based on the test results,frost expansion deformation of moist rock at low temperature was analyzed. Ultimately,the conclusions were applied to a tunnel in cold region and the frost deformation characteristics of tunnel is studied. Besides,the distribution of unfrozen,freezing and frozen zones under certain frozen condition are sketched.
康永水1,刘泉声1,赵 军2,张 芳1. 岩石冻胀变形特征及寒区隧道冻胀变形模拟[J]. 岩石力学与工程学报, 2012, 31(12): 2518-2526.
KANG Yongshui1,LIU Quansheng1,ZHAO Jun2,ZHANG Fang1. RESEARCH ON FROST DEFORMATION CHARACTERISTICS OF
ROCK AND SIMULATION OF TUNNEL FROST DEFORMATLON IN
COLD REGION. , 2012, 31(12): 2518-2526.