河北工程技术高等专科学校学报Issue(4)：8-11,4.
挤扩支盘桩式输电塔基础抗拔承载力计算公式的探讨
About the Formula of Uplift Bearing Capacity of Squeezed Piles with Branches and Plates Suitable for Transmission Tower Foundation
肖琦 1徐晶 1李君 2李志明3
作者信息
- 1. 东北电力大学建筑工程学院,吉林吉林132012
- 2. 河北省沧州供电公司,河北沧州061001
- 3. 无锡供电设计研究院,江苏无锡214044
- 折叠
摘要
Abstract
This paper summarizes the most commonly used formulas of uplift bearing capacity of squeezed piles with branches and plates.Combining with the relevent conclusions,the actual measured data obtained in engineering and finite element analysis results,it undertakes the investigation and verification of the formulas,and recommends the formula of uplift bearing capacity of squeezed piles with branches and plates which is suitble for the transmission tower foundation.关键词
抗拔承载力/挤扩支盘桩/单桩/多桩/有限元分析Key words
uplift bearing capacity/squeezed piles with branches and plates/single pile/multi-pile/finite element analysis分类
土木建筑引用本文复制引用
肖琦,徐晶,李君,李志明..挤扩支盘桩式输电塔基础抗拔承载力计算公式的探讨[J].河北工程技术高等专科学校学报,2011,(4):8-11,4.
