中文核心期刊
CSCD来源期刊
中国科技核心期刊
RCCSE中国核心学术期刊

重庆交通大学学报(自然科学版) ›› 2016, Vol. 35 ›› Issue (1): 66-69.DOI: 10.3969/j.issn.1674-0696.2016.01.13

• 道路与铁道工程 • 上一篇    下一篇

考虑抗滑桩及挡土墙支护结构影响的 降雨诱导边坡失稳模型试验研究

严秋荣1,乔东华2,杨兵3,杨涛3,冯君3   

  1. 1.招商局重庆交通科研设计院有限公司,重庆 400067;2.贵州省交通规划勘察设计研究院股份有限公司, 贵州 贵阳 550001;3. 西南交通大学 土木工程学院,四川 成都 610031
  • 收稿日期:2014-07-31 修回日期:2014-10-17 出版日期:2016-02-20 发布日期:2016-04-21
  • 作者简介:严秋荣(1978—),男,福建仙游人,副研究员,博士研究生,主要从事公路路基岩土科研、检测方面的工作。E-mail:yanqiurong@cmhk.com。
  • 基金资助:
    贵州省交通科技项目(2010-122-002)

Failure of the Slope Induced by Rainfall Considering the Influence of Anti-Slide Pile and Retaining Wall

YAN Qiurong1, QIAO Donghua2, YANG Bing3, YANG Tao3, FENG Jun3   

  1. 1. China Merchants Chongqing Communications Research & Design Institute Co.,Ltd., Chongqing 400067, P.R.China; 2. Guizhou Transportation Planning Survey & Design Academe Co.,Ltd., Guiyang 550001, Guizhou, P.R.China; 3. School of Civil Engineering, Southwest Jiaotong University, Chengdu 610031, Sichuan, P.R.China
  • Received:2014-07-31 Revised:2014-10-17 Online:2016-02-20 Published:2016-04-21

摘要: 在无支护和有支护(加设抗滑桩及挡土墙)的条件下开展了降雨对边坡稳定性影响的模型试验研究。以实际工程边坡为原型,在常规重力1 g条件下设计了试验模型。试验结果表明:在 有支挡结构条件下,降雨对坡体竖向和水平位移的影响均很小,表明支挡结构对边坡坡面位移的限制作用明显。通过比较降雨对坡面和内部位移的影响,发现坡面位移变化远大于内部位移变 化,加设支挡结构以后坡体变形主要是雨水对坡面的冲刷造成的。

关键词: 道路工程, 降雨, 边坡失稳, 模型试验, 支挡结构

Abstract: The experimental study on the model of the influence of rainfall on the slope stability was conducted under the condition with existence of support structure (i.e. anti-slide pile and retaining wall) and lack of support structure. A practical engineering slope was taken as a prototype, and the experimental model was designed under the condition of conventional gravity 1g. Test results show that the vertical and horizontal displacements of the slope are slightly influenced by the rainfall with the support structure, which indicates that the support structure has notable limitation to the displacement of the slope. It is found that the surface displacement is much larger than the inner displacement of the slope, by comprising the influence of rainfall on the slope surface displacement and the slope inner displacement. And after setting up the support structure, the deformation of the slope is mainly resulted from the scour of the rain on the slope.

Key words: highway engineering, rainfall, failure of slope, model test, support structure

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