摘要
通过无标点变形量测系统分析桩周土变形场,确定剪切破坏区和显微细观观测点.应用MiVnt系统分析加荷过程中土细观参数变化,细观参数(1+e)/e3、颗粒偏心度与基础位移的相关性最强;随荷载增大,1#,2#点孔隙比下降呈负相关关系,引起剪缩特征,3#点呈正相关关系而剪胀应力松弛;1,2,3#点颗粒定向性均增高呈正相关性,表明颗粒分布有序性减弱,土体具有非稳定性的承载形式.
Through non-marking points digital photogrammetry of deformation measurement system,the biggest shearing strain,volumetric strain and displacement vector distribution of pile the surrounding soil on experiments of half-cut model were analysed to determine the shearing failure area and meso-observation point.The applied MiVnt image analysis system has processed the meso-observation images of soil structure,has sum up and analysed the change of meso-parameters(numbers of particles,total area of particles,voil ratio e,voil ratio increment Δei,major axis mean of particles,minor axis mean of particles,eccentricity mean of particles,particle size,particle direction),then the decline in soil void ratio of 1# and 2# observation points by the impact of the pile side,soil shear shrink;then increasing 50% in soil void ratio of 3# observation points by soil dilatation,soil structure is significant relaxation.Correlation analysis,soil meso-parameters(1+e)/e3 was the most relevant on the displacement,particles eccentricity was the most relevant on the displacement,there was a negative correlation between soil meso-void characteristics parameters and displacement in 1 # and 2 # observation points,with the load increasing load and void ratio fell,the soil body appeared shear shrinks characteristic,in point # 3 that was positively correlated,with the increased load soil dilatation and stress relaxation.Soil particle orientations of 1 #,2 #,3 # points are positively correlated,particles orientation of the higher was the orderly distribution of the particles corresponding weakening,the soil was stability of a non-bearing forms.This is an effective method of analysis,through deformation analysis and meso-structure analysis of soil structure on the half-cut model test,studing the macro-and micro-mechanical properties and its correlation.
出处
《武汉理工大学学报(交通科学与工程版)》
2011年第4期683-687,共5页
Journal of Wuhan University of Technology(Transportation Science & Engineering)
基金
国家自然科学基金项目(批准号:51078228
50909057)
上海市教育委员会科研项目(批准号:07ZZ99)
上海海海事大学校级重点学科建设项目(批准号:A290209002)
上海市第四期本科教育高地建设项目(批准号:B210008G)资助
关键词
砂土
半模试验
变形场
细观力学
宏细观方法
sand
half-cut model test
deformation
meso-mechanics
methods of macro-and meso-mechanical properties correlation