摘要
主要采用现场勘察、地质调绘和赤平投影等方法对山东青岛黄岛区大涧山路东侧、南港一号线以北二期土地整理范围内南侧护坡工程中危岩带进行了定性分析,并选取典型模型滑移式崩塌进行了定量分析,为研究区的治理工程提供了理论依据。
Article mainly use the field survey,geological annotation and plane projection method in Shandong Qingdao Huangdao district north of the big mountain road on the east side,Nangang 1#phaseⅡwithin the scope of land consolidation south revetment engineering of dangerous rock band has carried on the qualitative analysis,and selecting typical model slippage collapse has carried on the quantitative analysis,provides a theoretical basis for regulation project in the study area.
作者
胡华伟
张茂淳
王双峰
刘运大
Hu Huawei;Zhang Maochun;Wang Shuangfeng;Liu Yunda(Sichuan Institute of Geological Engineering Investigation Group Co.,Ltd.,Chengdu 610072,China)
出处
《山西建筑》
2021年第1期85-87,共3页
Shanxi Architecture
关键词
危岩
滑移式
赤平投影
稳定性分析
dangerous rock
sliding type
plane proiection
stability analysis