摘要
文中通过室内试验,分析了咬合桩在不同桩长情况下的抗弯性能,揭示桩长对咬合桩的抗弯性能的影响,并探讨了素桩在咬合桩的抗弯作用。结果显示,随着桩长的增加,咬合桩的抗弯性能降低,其中,素桩对咬合桩的抗弯能力做出了较大的贡献。
In this paper,the flexural performance of the secant pile under different pile lengths is analyzed by laboratory test,which reveals the influence of pile length on the flexural performance of the secantpile.And discusses the role of the plain pile in the bending resistance of the snap pile.The results show that with the increase of pile length,the flexural property of secant pile decreases.Theplainconcrete pile makes a great contribution to the flexural ability of the secant pile.
作者
李恒
谢洪阳
叶云雪
徐升才
邓勇
Li Heng;Xie Hongyang;Ye Yunxue;Xu Shengcai;Deng Yong(School of civil Engineering and Architecture,Nanchang HangkongUniversity,Nanchang,Jiangxi 330063;Jiangxi Zhongheng Underground Space Technology Co.Ltd.,Nanchang,Jiangxi 330052)
出处
《江西建材》
2023年第1期32-34,37,共4页
Jiangxi Building Materials
关键词
咬合桩
抗弯性能
模型桩试验
桩长
Secant pile
Flexural ability
Model pile test
Pile length
