首页 | 本学科首页   官方微博 | 高级检索  
     检索      

大凌河特大桥试桩极限承载力的试验及评价
引用本文:孙广军,孙玉林,肖全亮.大凌河特大桥试桩极限承载力的试验及评价[J].辽宁省交通高等专科学校学报,2013,15(4):91-94,106.
作者姓名:孙广军  孙玉林  肖全亮
作者单位:1. 锦州公路管理处,辽宁锦州,121000
2. 锦州公路质监处,辽宁锦州,121000
摘    要:本文通过在大凌河特大桥工程中探索性应用"扁担梁"式锚桩法试桩静载试验,采用小直径径试桩,实测试桩竖向抗压极限承载力以及桩周各土层的分段摩阻力与端阻力,为设计单位对桩参数进行优化提供了有利的试验数据。同时,也为本地区试桩的试验、评价提出了一种准确、可靠、经济可行、工期短的检测方法。

关 键 词:“扁担梁”  锚桩法  摩阻力  极限承载力  桩参数优化

Testing and Evaluation of Dalinghe Bridge Pile Ultimate Bearing Capacity
SUN Guang-jun , SUN Yu-lin , XIAO Quan-liang.Testing and Evaluation of Dalinghe Bridge Pile Ultimate Bearing Capacity[J].Journal of Liaoning Provincial College of Communications,2013,15(4):91-94,106.
Authors:SUN Guang-jun  SUN Yu-lin  XIAO Quan-liang
Institution:SUN Guang-jun SUN Yu-lin XIAO Quan-liang
Abstract:Through the application of should pole beam anchorage pile memoa tesung pnc atat of Dalinghe Bridge, the article applies small diameter test pile diameter to test vertical compressive ultimate bearing capacity of piles, and pile block friction resistance and end resistance of each soil layer, which provides testing data to parameter optimization of pile for designing department. Meanwhile, it also provides for local pile test evaluation a testing method of accurate, reliable, economic, and feasible construction time.
Keywords:Shoulder Pole Beam  Anchorage Pile Method  Frictional Resistance  Ultimate BearingCapacity  Parameter Optimization of Pile
本文献已被 维普 万方数据 等数据库收录!
设为首页 | 免责声明 | 关于勤云 | 加入收藏

Copyright©北京勤云科技发展有限公司  京ICP备09084417号