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济南市砚池山高边坡优势面控稳分析
引用本文:何燕云,阎长虹,许宝田,刘军熙,许宏发.济南市砚池山高边坡优势面控稳分析[J].防灾减灾工程学报,2005,25(1):35-39.
作者姓名:何燕云  阎长虹  许宝田  刘军熙  许宏发
作者单位:南京大学地球科学系,南京,210093;南京大学地球科学系,南京,210093;山东岩土工程勘察总公司,济南,250014;南京大学地球科学系,南京,210093;解放军理工大学工程兵工程学院人防教研室,南京,210007
基金项目:中国冶金地勘总局与山东省科技厅联合资助项目
摘    要:砚池山位于济南市区东部,由于长期采矿,山体局部已经变形且曾发生过崩塌。运用优势面理论对砚池山高边坡控稳机制进行分析。该边坡发育4组优势面,优势面组合形成 3 种优势分离体;优势面及优势分离体控制着边坡稳定性,形成5种破坏机制;当达到临界条件即在强降水或连续降水等不利条件时,岩性参数进一步降低,塑性区就会扩大,坡顶竖向拉裂缝和填土与闪长岩岩体之间的接触面正好构成了一个潜在的整体滑动面。最后,运用有限元法对边坡稳定性进行定量分析,评价结果与优势面理论分析结果一致,结果表明,该边坡是不稳定的,应及时采取治理措施。

关 键 词:砚池山滑坡  高边坡  优势面理论
文章编号:1672-2132(2005)01-0035-05
修稿时间:2004年9月27日

Analysis of Stability Controlled by Preferred Plane of Yanchishan High Slope in Jinan City
HE Yan-yun,YAN Chang-hong,XU Bao-tian,LIU Jun-xi,XU Hong-fa.Analysis of Stability Controlled by Preferred Plane of Yanchishan High Slope in Jinan City[J].Journal of Disaster Prevent and Mitigation Eng,2005,25(1):35-39.
Authors:HE Yan-yun  YAN Chang-hong  XU Bao-tian  LIU Jun-xi  XU Hong-fa
Abstract:Yanchishan Hill is located in the east of Jinan city. Because of perennial mining, deformations and slumps have occurred locally within the hillside of Yanchishan. There are lots of factors influencing the stability of the western slope. The potential instability of slope poses damage to the developing district lying near the west of Yanchishan slope. This paper analyses the mechanism controlling the stability of the high slope of Yanchishan using the preferred plane theory. The analytical results indicate that there are 4 sets of preferred planes and 3 groups of preferred isolated bodies dictated by the preferred plane assembling. The slope stability is controlled by the preferred planes and preferred isolated bodies and 5 failure mechanisms is formed. Under the adverse conditions such as intense or prolonged precipitation, the strength of rock mass will decrease and the plastic area will extend. Vertical cracks at the top of slope and the interface between the dredger fill and dioritic rock mass constitute a potential slip surface. Finally, the slope stability is quantitatively evaluated by finite element method, and the evaluation results agree well with what the preferred plane method predicts. It is concluded that the Yanchishan slope is potentially unstable and corresponding treatment measures need to be carried out.
Keywords:Yanchishan  high slope  preferred plane
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