摘要
以哈尔滨某高架桥为工程实际背景,根据该工程的实际地质状况,利用ANSYS有限元软件建立长桩模型,分析了荷载箱埋设位置的变化对单桩极限承载力的具体影响,为实际工程检测提出指导意见。
Abstract： In this paper taking a viaduct in Harbin for the practical engineering background, according to the practical geological situation of the project, establish long pile model by ANSYS finite element software, analyze the influence of load cell location for single pile ultimate bearing capacity, present guidance to practical engineering detection.
出处
《山西建筑》
2014年第7期65-67,共3页
Shanxi Architecture
关键词
自平衡
有限元
长桩
承载力
Key words： self-balanced, finite element, long pile, bearing capacity
