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《Journal of Chongqing Jianzhu University》 2006-05
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Analysis on Effect of Traffic Loads on Landslide Stability

YE Si-qiao~1,2,TANG Hong-mei~1,XIAO Sheng-xie~1,LI Ming~(1,2)(1.Institute of Geotechnical Engineering,Chongqing Jiaotong University,Chongqing 400074,P.R.China;2.School of Civil Engineering,Southwest Jiaotong University,Chengdu 610031,P.R.China)  
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 stability 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 neglected.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.
【Fund】: 国家科技攻关重大项目(2004BA901A02);; 重庆市重点自然科学基金项目(2005BA7008)
【CateGory Index】: U416.1
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