复杂地质条件下“双向滑动”高边坡病害机理与治理措施研究——以某建设场区东侧高边坡为例

DISASTER MECHANISM AND CONTROLLING MEASURES FOR THE TWO-WAY SLIDE HIGH SLOPES IN A CERTAIN CONSTRUCTION FIELD

文章首先提出了“双向滑动”高边坡的概念及陈述了目前研究进展,然后以某建设场区东侧高边坡为例在对其工程地质条件,前期治理工程措施与效果进行了详细介绍,最后在对该高边坡前期治理工程实施后的坡体变形特征分析、病害机理、后期补强措施的基础上得出了复杂地质条件下“双向滑动”高边坡的病害特征、形成机制、危害方式、治理理念与方法。对类似高边坡病害治理具有一定的借鉴意义。

The paper advances the conception and states the progress of research at present for the two-way slide high slopes.Secondly it introduces in detail the engineering geological conditions,the preceding controlling measures and the controlling effect for an example of the high slope in a construction-field east.Finally after the preceding controlling measures have put into practice,depending on the analysis of the deformation characteristics,the disaster mechanism and the late reinforcement measures for the high slope it makes the disaster characteristics,the forming mechanism,hazard mode,the controlling thought and ways for the two-way slide high slopes in complicated geological conditions.It can be referenced for controlling other similar high slopes.