CAJ | 학술논문

结合东营储油罐工程实例,在储罐加水试压期间,通过拓普康电子水准仪实测储罐环墙基础各点沉降,并按照国家规范计算复合地基最终沉降量,从平面倾斜和非平面倾斜两方面进行不均匀沉降控制分析.分析结果显示,采用CFG桩复合地基的储罐,竖向位移沉降量、平面倾斜、非平面倾斜、沉降速率各指标都满足规范要求.
결합동영저유관공정실례,재저관가수시압기간,통과탁보강전자수준의실측저관배장기출각점침강,병안조국가규범계산복합지기최종침강량,종평면경사화비평면경사량방면진행불균균침강공제분석.분석결과현시,채용CFG장복합지기적저관,수향위이침강량、평면경사、비평면경사、침강속솔각지표도만족규범요구.
In the light of the oil tank construction in Dongying,the annular wall foundation deformation is measured by Topcon electronic during the time of water-filling preloading in this paper,and then the final settlement is calculated and the uneven settlement control is analysed from two respects——plane tilt and non-planar tilt.The results show that all the cumulative settlements of vertical displacement,plane tilt,non-planar tilt and settlement velocity can meet the requirements of related codes.