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回填桥墩支座的承载能力分析
CAPACITY ANALYSIS OF FOOTING ABUTMENT FORMED BY BACK FILLED ROCK AND SOIL
【摘要】 采用动力离散元法对一个实际工程的支座承载能力进行了分析,并分别考虑了静力和地震两种情况。结果表明,地震对桥墩的极限承载能力有直接的影响。在地震区进行桥墩设计时,必须评价桥墩在地震作用下的动力稳定性。
【Abstract】 The stability of a bridge depends on the bearing capacity of footing abutment formed by back filled rocks. It is, thus, necessary to determine the bearing capacity of footing abutment . Dynamic distinct element method is adopted to estimate the bearing capacity of a practical footing abutment, considering static and seismic cases. The results indicate that seismic acceleration has a great influence on bearing capacity of footing abutment. It is suggested that dynamic stability of bridge footing be assessed when the bridge is built in seismic region.
【关键词】 回填岩石;
支座;
极限承载能力;
动力离散元法;
【Key words】 back filled rocks; footing abutment; limit bearing capacity; dynamic distinct element method;
【Key words】 back filled rocks; footing abutment; limit bearing capacity; dynamic distinct element method;
【基金】 国家自然科学基金
- 【文献出处】 成都理工学院学报 ,JOURNAL OF CHENGDU UNIVERSITY OF TECHNOLOGY , 编辑部邮箱 ,1998年01期
- 【分类号】TU449
- 【下载频次】41