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Dynamic Monitoring and Finite Element Analysis of Slopes Reinforced with Pre-stressed Anchor Anti-slide Piles

机译:预应力锚杆抗滑桩加固边坡的动态监测与有限元分析

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This paper has analyzed the reinforcement effect of the pre-stressed anchor anti-slide piles by means of the local monitoring and FEM (finite element method), taking the K21 landslide of some Coastal Expressway as example. At first, the strained condition of reinforced slope was measured followed by the assessment on the reinforcement effect of the reinforced pre-stressed anchor anti-slide piles and further the stability of the slope. Next, the FEM of the reinforced pre-stressed anchor anti-slide piles has been established by ABAQUS, a general large finite element software, to analyze the stability of slope before and after reinforcement considering the strength reduction method. The result indicated that the effect of the reinforced pre-stressed anchor anti-slide piles is evident and the slope stability turned well compared to the pre-reinforcement. The case project has been in service for two years, which is of reference value for this kind case.This paper is based on the case of the K21 landslide of some Coastal Expressway, local monitoring and FEM(finite element method) are adopted in the analysis of the reinforcement effect of the reinforced pre-stressed anchor anti-slide piles. Firstly, through the analysis of monitoring data, the forced state of the reinforced pre-stressed anchor anti-slide piles can be investigated, and the reinforcement effect of the reinforced pre-stressed anchor anti-slide piles can be evaluated. So the slope stability status can be judged.And then,with the help of ABAQUS,strength reduction FEM(finite element method) is used to examine the stability of slope before and after reinforced with anti-slide piles. The results showed that: the reinforcement effect of the reinforced pre-stressed anchor anti-slide piles is obvious. After reinforcement,the state of slope turn from unstable into stable. This project can offer references for similar reinforcement projects,as it has been completed and is safety for two years.
机译:本文通过局部监测和有限元方法,分析了预应力锚固抗滑桩的加固效果,以某沿海高速公路K21滑坡为例。首先,测量加固边坡的应变状态,然后评估加固预应力锚固抗滑桩的加固效果,进而评估边坡的稳定性。接下来,通过通用的大型有限元软件ABAQUS建立了预应力锚固抗滑桩的有限元分析,并考虑了强度折减法来分析加固前后的边坡稳定性。结果表明,预应力锚杆加固后的抗滑桩效果明显,与预加固相比,边坡稳定性得到了很好的提高。该案例工程已经服役两年,对此类案例具有参考价值。本文以某沿海高速公路K21滑坡为例,采用局部监测和有限元法。预应力锚固抗滑桩加固效果分析。首先,通过监测数据的分析,可以研究加筋预应力锚固抗滑桩的受力状态,并评价加筋预应力锚固抗滑桩的加固效果。从而可以判断边坡的稳定状态。然后,在ABAQUS的帮助下,采用强度折减有限元法(FEM)对抗滑桩加固前后的边坡稳定性进行检测。结果表明:加筋预应力锚固抗滑桩的加固效果明显。加固后,边坡状态由不稳定转为稳定。该项目已经完成并且安全两年,可以为类似的加固项目提供参考。

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