摘要
文章基于信息模型、条件数学期望估量法、时间序列预测法等方法,选取堆积形态、微地形坡度、埋藏深度、地层结构、孤石底部悬空、植被与坡面水土流失等评价因子,对保利林语山庄会所后山地质灾害勘查作业中的孤石情况和稳定性进行调查与评价。
Based on information model,conditional mathematical expectation estimation method,time series prediction method and other methods,the accumulation form,micro-topographic slope,burial depth,stratigraphic structure,outlying rock bottom hanging,vegetation and slope water and soil loss and other evaluation factors were selected to investigate and evaluate the situation and stability of outlying rock in the geological disaster exploration of the back mountain of Poly Linyu villa club.
作者
严良政
YAN Liangzheng(Guangdong Province Non-ferrous Mine Geological Disaster Prevention Center,Guangzhou 510080,China)
关键词
地质灾害勘查
孤石调查
防治措施
geological disaster exploration
solitary rock survey,prevention and control measures
作者简介
严良政(1983-),男,湖北广水人,广东省有色矿山地质灾害防治中心高级工程师,研究方向:水工环地质、旅游地质、环境污染调查。
