山西建筑
山西建築
산서건축
SHANXI ARCHITECTURE
2014年
25期
95-96
,共2页
三轴试验%变形特性%数字图像测量%粉砂
三軸試驗%變形特性%數字圖像測量%粉砂
삼축시험%변형특성%수자도상측량%분사
triaxial test%deformation behaviors%digital image processing%silty sand
应用三轴试样变形数字图像测量技术,对不同密度干燥和饱和状态的粉砂试样进行了三种围压条件下的三轴试验,通过对各种试验条件下的应力应变试验曲线的对比分析,从细观角度分析了围压、密度和孔隙水作用对粉砂试样变形的影响机理,得出了一些结论。
應用三軸試樣變形數字圖像測量技術,對不同密度榦燥和飽和狀態的粉砂試樣進行瞭三種圍壓條件下的三軸試驗,通過對各種試驗條件下的應力應變試驗麯線的對比分析,從細觀角度分析瞭圍壓、密度和孔隙水作用對粉砂試樣變形的影響機理,得齣瞭一些結論。
응용삼축시양변형수자도상측량기술,대불동밀도간조화포화상태적분사시양진행료삼충위압조건하적삼축시험,통과대각충시험조건하적응력응변시험곡선적대비분석,종세관각도분석료위압、밀도화공극수작용대분사시양변형적영향궤리,득출료일사결론。
In this paper,with the triaxial digital image deformation measurement technique,silty sand specimens of different densities were tested with three different confining pressures under dry and saturated states. By comparing the stress strain results obtained from different testing condi-tions,the influences of the confining pressure,density and pore water on the deformation behavior of silt were investigated from a microscopic point of view,some results have been obtained.