摘要
笔者根据野外、室内勘探、试验资料 ,分析了风积砂土地基的工程地质特性 ,指出了风积极细砂 (Q3eol4)和风洪积壤土类土 (Q4eol- pl4)具有湿陷性 ,早期风积细砂 (Q3eol4)
On the basis of field and lab investigation and test data, the engineering geological features of eolian deposit sandy soil ground is analyzed. The analysis results indicate that the eolian deposit fine sand (Q 3eol 4) and the eolian and pluvial deposit loam type soil (Q 4eol-pl 4) have collapsibility and the early-stage eolian deposit fine sand (Q 3eol 4) is the best bearing course in the eolian deposit sandy soil ground.
出处
《西北水电》
2001年第3期18-20,共3页
Northwest Hydropower
