摘要
通过室内配制的 4种不同成份比例的垃圾土固结试验 ,对不同成份垃圾土的沉降参数的变化规律及垃圾土的变形机理和过程进行了研究。通过垃圾土的室内沉降试验 ,对垃圾土沉降量的计算值与实测值进行了比较分析。
According to the interior consolidation tests of different component refuses,the variation laws of the settlement parameters of different component refuses and the deformation mechanism and course of refuse are studied.On the basis of the interior settlement test of the refuse,the calculated values and the measured values of the refuses settlement are analyzed.
出处
《岩土工程技术》
2003年第2期90-94,共5页
Geotechnical Engineering Technique
