摘要
在兰旗松花江特大桥航道主墩工程中,采用直径2m、长50m的钻孔灌注桩为基础,对桩基承载力进行了自平衡测试。选取其中5--1#、6--2#、6--3#试桩实验数据,从荷载--沉降关系、桩的侧摩阻力分布、桩--土间相对位移关系及端阻力的发挥等方面,分析了大直径中长灌注桩的承载特性和荷载传递机理以及影响其承载特性的因素。结果表明:5--1#桩极限承载力为68917kN,6--2#桩极限承载力为62316kN,6--3#桩极限承载力为75234kN。
In construction of the main pier of Songhua River super large bridge channel in Lanqi, the bored pile with 2 m in diameter by 50 m long is used as base for self-balancing testing the bearing capacity of pile foundation. Collecting the experimental data of 5-1^#, 6-2^#, 6-3^# test piles, the authors analyze the bearing characteristics and load transfer mechanism of large-diameter and mid-long bored piles and the influencing factors on bearing characteristics, in the aspects of load-settlement relationship, distribution of side friction of pile, pile-soil relative displacement and performance of tip resistance. The results show that ultimate loads of 5-1^#, 6-2^#, 6-3^# are 68 917 kN, 62 316 kN and 75 234 kN, respectively.
出处
《世界地质》
CAS
CSCD
2009年第4期520-525,共6页
World Geology
基金
吉林省交通厅科研项目(2007145)资助
关键词
自平衡法
侧摩阻力
桩端阻力
承载特性
self-balanced method
side friction
tip resistance
bearing characteristics
