沈阳地区砂土碎石土层抗拔桩承载力的试验研究

留言板

尊敬的读者、作者、审稿人, 关于本刊的投稿、审稿、编辑和出版的任何问题, 您可以本页添加留言。我们将尽快给您答复。谢谢您的支持!

姓名

邮箱

手机号码

标题

留言内容

验证码

Experimental Study on Uplift Pile Bearing Capacity in Shenyang Sand Gravel-Clay

1. Jilin Province Jian Yuan Devsign Group Co., Ltd, Changchun 130011, Jilin, China;
2. Liaoning Province Building Design Research Institute Geotechnical Engineering Company, Shenyang 110005, Liaoning, China

摘要: 通过沈阳砂土地区旋挖成孔抗拔桩的现场静载试验、钢筋应力测试等试验，研究单桩抗拔承载能力、侧摩阻力的分布规律，得出以下结论：按地层年代划分土层确定侧摩阻力比按岩性名称划分更为合理；压浆前、后增强段侧阻力增强系数约在1.15~1.62之间；扩径支盘现象可以使局部摩阻力发挥较大，但也限制了其下部一定桩长范围内摩阻力的发挥。
- 砂土碎石土层 /
- 抗拔桩 /
- 承载力 /
- 后压浆 /
- 支盘效应
Abstract: Through static load test, inforcement stress tests and other tests on uplift pile in Shenyang sand area, study the uplift pile bearing capacity and lateral friction, and get the following conclusions:according to the soil division by stratigraphic to determine the lateral friction is more reasonable than the soil division by lithology; before and after grouting, the lateral friction enhancement factor is about 1.15 to 1.62 in the enhanced part; the effect of branches and plates can partly improve the lateral friction, but also limit the lower lateral friction in certain length range of the pile.
- sand gravel-clay /
- uplift pile /
- bearing capacity /
- post-grouting /
- branches and plates effect