摘要
结合太原市汾河二库所在地段工程地质对该地区的黄土堆积层进行了湿陷性调查与分析,得出汾河二库内的黄土不具湿陷性的结论,为今后研究汾河二库地区黄土的各物理力学性质指标与湿陷性之间的相互关系提供了科学依据,并对该地区的桥梁建设具有指导意义。
Combined with engineering geological conditions of the site Fenhe reservoir Ⅱ located in Taiyuan the collapsibility of the accumulated loess layer is investigated and analyzed.Results show loess in Fenhe reservoir Ⅱ is without collapsibility,which provide scientific basis for the study of the relationships between various physical and mechanical properties and collapsibility of the loess in Fenhe reservoir Ⅱ and it is significant to instruct bridge construction in this region.
出处
《山西建筑》
2010年第17期76-77,共2页
Shanxi Architecture
关键词
黄土堆积层
不良地质
湿陷性
含水量
孔隙比
loess accumulated layer
unfavorable geology
collapsibility
moisture content
porosity ratio
