Source Journal of Chinese Scientific and Technical Papers
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Lei Xiaoyu, Yan Mingli, Shen Xuejing, Yan Xuefeng. EFFECT OF GROUNDWATER DESIGN OF BUILDING FOUNDATION[J]. INDUSTRIAL CONSTRUCTION, 2010, 40(11): 85-87. doi: 10.13204/j.gyjz201011021
Citation: Li Jianzhong, Ni Xi, Chen Can. EXPERIMENTAL RESEARCH ON THE AMOUNT OF CLAY CREEP[J]. INDUSTRIAL CONSTRUCTION, 2011, 41(1): 82-85. doi: 10.13204/j.gyjz201101020

EXPERIMENTAL RESEARCH ON THE AMOUNT OF CLAY CREEP

doi: 10.13204/j.gyjz201101020
  • Received Date: 2010-07-20
  • Publish Date: 2011-01-20
  • Creep deformation of undisturbed and reconstituted clay was studied based on drained triaxial compression tests.Creep tests were performed several times during monotonic primary loading,unloading and reloading.Test results show:1) the creep deformation of clay is related to the type of clay;2) the deformation of clay creep is related to strain rate is before creep,the larger strain rate,the greater the amount of creep;3) the deformation of clay creep is related to the stress level,as creep stress maintaining higher,the amount of clay creep is larger;and 4) in reloading progress,as stress level increases,the creep of clay show the negative creep,neutral creep to positive creep gradually being transformed.
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