汽车荷载对滑坡稳定性的影响分析

Analysis on Effect of Traffic Loads on Landslide Stability

当前滑坡防治工程设计中，没有考虑汽车荷载对滑坡稳定性影响。将汽车荷载简化为移动恒载和汽车动力荷载，其中移动恒载量值介于2．34～6．41kPa之间，并以冲击系数表征汽车动力荷载，冲击系数肛介于0．1～0．4之间。并采用工程界常用的多种稳定性分析方法，结合算例，通过不考虑同考虑汽车移动恒载载、汽车动力荷载的滑坡稳定性分析对比，发现对于公路从滑坡下滑段通过的浅层滑坡（8m以内），不考虑汽车荷载同考虑汽车移动恒载相比，稳定性系数要高4．3％～11％，不考虑汽车荷载比同时考虑汽车动荷载时稳定性系数要高5．8％～12．1％，即不考虑汽车移动恒载、汽车动力荷载的影响会人为提高滑坡的稳定性系数，且量值不可忽略。对于中厚层滑坡或公路从滑坡抗滑段通过情况，汽车荷载对滑坡稳定影响微弱，可以不予考虑。

In the design of landslide control engineering, the effect of traffic loads has not been taken into account. The authors simplified the traffic loads as mobile dead loads and traffic dynamic load. The mobile dead load ranges from 2. 34 to 6.41 kPa. The impact coefficient was chosen to denote the traffic dynamic load and ranges from 0.1 to 0.4. Using several stability analysis methods widely accepted by engineers, combining two analysis samples, by the contrast of sta- bility tests with and without consideration of the mobile dead load or the traffic dynamic load, the authors found that when the traffic load is not taken into account, the stability coefficient of shallow layer landslide （ 〈 8m） is overrated by 4.3 - 11 percent or 5.8 - 12. 1 percent in comparison with the case when the mobile dead load or traffic dynamic is taken into account respectively, that is, the influence of mobile dead loads and traffic dynamic load is cannot be neglec- ted. In case of medium deep layer landslide or the road is passing through the anti sliding section, the influence of the traffic load is a little and can be neglected.