摘要
对“31 8”国道大甘坪滑坡进行了实地勘探 ,应用浅层地震法、电探法、机械钻探法等查明了滑坡工程地质、水文地质等情况 ,分析了滑坡成因。试验研究结果表明 ,产生滑坡是地形状况、地质条件、土质特点和工程施工等共同作用的结果。勘探和试验成果可用于研究滑坡的稳定性和提出滑坡治理方案
Field exploration of Daganping landslide in 318 national road is conducted The engineering and hydrologic geologies of the landslide are found out by means of shallow layer seismic, electric exploration and mechamical drilling The results of the study demonstrate that the landslide is resulted from joint action of topographic and geologic conditions, soil properties and construction The results of the exploration and experiment would be used to study the stability of landslide and provide a programme for its management
引文
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[3]杨熙章.土工试验与原理[M].上海:同济大学出版社,1993.