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
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
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.
[3] Buisuman K.Result of Long Duration Settlement Tests [C]//Proceedings of 1st International Conference on Soil Mechanics andFoundation Engineering.1936:103-112.
[13] Goto S, Tatsuoka F, Shibuya S, et al.Simple Gauge for Local SmallStrain Measurements in the Laboratory[J].Soils and Foundations, 1991, 31(1):169-180.
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
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