节点文献
水平荷载作用下群桩相互作用的弹塑性数值分析
Elastic-plastic numerical analysis of pile group interaction under horizontal load
【摘要】 本文利用三维弹塑性有限元法对水平荷载作用下群桩基础特性进行了分析,讨论了群桩基础水平荷载作用下的承载性状和破坏机理,并探讨了桩距、桩数、桩长、桩径和土质各种因素对群桩效应的影响,指出桩距和桩数是影响群桩效应的主要因素。
【Abstract】 The pile group foundation under horizontal load is analyzed by using 3D elasticplastic finite element method in this paper, and the bearing character and destroy mechanism of pile group foundation under horizontal load are discussed. The influence of pile spacing, pile number, pile length, pile diameter and soil material factors on the pile group effect are also discussed, and the pile spacing and pile number which are the major factors to influence the pile group effect are put forward.
【关键词】 三维弹塑性有限元;
水平荷载;
群桩效应;
数值分析;
【Key words】 3-D elastic-plastic finite element; horizontal load; pile group effect; numerical analysis;
【Key words】 3-D elastic-plastic finite element; horizontal load; pile group effect; numerical analysis;
【基金】 上海市科委重点项目(02DJ14062);高等学校博士学科点专项科研基金项目("长期反复堆载作用下地基土与桩相互作用研究")
- 【文献出处】 水文地质工程地质 ,Hydrogeology and Engineering Geology , 编辑部邮箱 ,2003年03期
- 【分类号】TU473
- 【被引频次】52
- 【下载频次】532