摘要
在工程实践中 ,粘性土的可塑性指标是评价土的工程性能的重要指标 ,但在工程实践中软土、残积粘性土室内土工试验方法不同 ,得出的液、塑限指标差别颇大 ,与野外鉴定亦不一致。就软土、残积土的液、塑限指标的试验方法与工程实例进行对比分析 ,确定符合野外实际的试验方法。
The plastic index of co hesive soil is an important one in the evaluation of soil engineering property in the construction. But the fluid and plastic index of soft and residual soil, obtained in the laboratory is not identical with those obtained in the field and is quite different due to different laboratory geo technical testing method. The comparison and analysis are made between the testing method of the soft and residual soil and the field case, so as to set up the testing method which is suitable for use in the field.
出处
《探矿工程(岩土钻掘工程)》
2000年第S1期88-89,共2页
Exploration Engineering:Rock & Soil Drilling and Tunneling
关键词
软土
残积土
液性
塑性
soft soil
residual soil
fluid property
plastic sH