防灾减灾工程学报2013，Vol.33Issue(4)：430-434,5.
波浪荷载作用下非均等固结饱和粉土孔压特性研究
Characteristics of Pore Water Pressure of Anisotropic Consolidation Saturated Silt under Wave Loading
摘要
Abstract
Cyclic triaxial-torsional coupling shear tests were performed by hollow cylinder apparatus under anisotropic consolidation to study the development of pore water pressure in the saturated silt under wave loading.It was found that the relationship between pore water pressure ratio and generalized shear strain of saturated silts under anisotropic consolidation well fits the hyperbolic curve,while pore pressure ratio and vibration cycle ratio can be fitted by the use of power function.According to the Mohr-Coulomb law under ultimate state,the method to calculate limit pore water pressure of less viscous silt was proposed; Comparison between the calculation results and the test results showed that there is a linear relationship between pore pressure ratio and consolidation ratio for both of the calculation results and the test values.In addition,the smaller the Kc is,the less difference exists between calculation results and test values.关键词
粉土/波浪荷载/循环三轴-扭剪耦合试验/非均等固结Key words
silt/ wave loading/ cyclic triaxial-torsional coupling shear tests/ non-uniform consolidation分类
数理科学引用本文复制引用
张健,翟剑峰,王仙美,陈景雅..波浪荷载作用下非均等固结饱和粉土孔压特性研究[J].防灾减灾工程学报,2013,33(4):430-434,5.基金项目
国家自然科学基金重点项目(50639010)、国家自然科学基金项目(50909020)、江苏省自然科学青年基金项目(BK2012086)资助 （50639010）
