摘要
利用GDS 10 Hz/20 kN双向振动三轴系统,对饱和砂进行不排水动三轴液化试验,研究了液化进程中动孔压的发展规律,并阐述了动孔压的演化机理.基于试验结果,提出适用于饱和砂的动孔压应变模型.该模型直接和动力分析中应变幅相联系,能够弥补应力模型的不足,并具有较好的适用性.等压固结条件下,动应力和固结压力对动孔压比与动应变比的关系影响较小,动孔压发展规律可近似用同一模型表示.不同动应力和固结压力作用下,饱和砂土动孔压的增长模式用Seed提出的孔压应力模型描述时,试验常数可取相同值.
With the GDS 10 Hz/20 kN dynamic triaxial system, undrained tests on the saturated sands during liquefaction process were performed. Development of dynamic pore water pressure of saturated sands during liquefaction process was studied and its evolution mechanism was represented. Based on the results, a practical strain model of dynamic pore water pressure under isotropic consolidation was proposed. The model relates with the strain amplitude in dynamic analysis directly, which can make up for the deficiency of stress pore water pressure model and has better applicability. There is little effect on the relationship between dynamic pore water pressure ratio and dynamic strain ratio from the variation of dynamic stress and confining pressure under isotropic consolidation and the law of dynamic pore water pressure can be described by the same model. The test constant can adopt an identical value when the characteristics of dynamic pore water pressure is described by dynamic pore water pressure model under isotropic consolidation proposed by Seed in different dynamic stresses and confining pressures.
出处
《同济大学学报（自然科学版）》
EI
CAS
CSCD
北大核心
2009年第12期1603-1607,共5页
Journal of Tongji University:Natural Science
关键词
饱和砂
动三轴
等压固结
动孔压
saturated sands
dynamic triaxial test
isotropic consolidation
dynamic pore water pressure
