摘要
通过对西会垴湖心岛地区的地质情况、黄土湿陷性、土的渗透性的分析判别，评价了湖心岛地区的工程地质条件及工程地质问题，为边坡防护设计提供了地质依据。
Based on the analysis and distinguish of the geology, collapsibility of loess and the earthy osmosis in Xihuinao eyot district, it evaluates the engineering geology condition and its problems and proposed the geological foundation for the side slope＇s protective design.
出处
《南水北调与水利科技》
CAS
CSCD
2009年第A02期119-121,共3页
South-to-North Water Transfers and Water Science & Technology
关键词
黄土湿陷性
边坡稳定
渗透变形
collapsibility of loess
stability of slope
seepage deformation
