论文部分内容阅读
本文在作了大量库区典型桥基水蚀试验的基础上 ,通过统计、计算和分析 ,得出三峡库区典型桥基在水蚀作用下其承载力的削减系数。其结果可为库区桥梁地基在水蚀作用下的承载力评定提供可靠的依据
Based on a large number of water erosion test of typical abutment in reservoir area, the paper deduces the reduction coefficient of bearing capacity of typical abutment under water erosion in the Three Gorges Reservoir Area through statistics, calculation and analysis. The results can provide a reliable basis for the assessment of bearing capacity of bridge foundation under water erosion