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) ›› 2008, Vol. 27 ›› Issue (S1): 956-959.

• • 上一篇    下一篇

土质高边坡安全监测及稳定性分析

尚文涛, 郭国和, 王震   

  1. 重庆交通大学 土木建筑学院, 重庆 400074
  • 收稿日期:2008-04-14 出版日期:2008-07-20 发布日期:2016-11-14
  • 作者简介:尚文涛(1983-),男,山东滨州人,硕士研究生,主要从事边坡监测研究。E-mail:sruby2006@163.com;Tel:15923549688。

Analysis on Safety Monitoring and Stability of High Soil Slope

SHANG Wen-tao, GUO Guo-he, WANG Zhen   

  1. School of Civil Engineering & Architecture, Chongqing Jiaotong University, Chongqing 400074, China
  • Received:2008-04-14 Online:2008-07-20 Published:2016-11-14

摘要: 针对史迪威旧居环境边坡的工程实际,为了有效的控制高边坡变形和准确的指导施工,进行边坡的变形和应力监测。通过大量的边坡监测资料,并且结合变形、地址、开挖等因素,分析了边坡变形特征及锚杆的锚固效果。监测数据表明,边坡锚固效果良好,边坡的变形得到了有效的控制,通过此边坡的施工监测,阐明信息化施工可以保证边坡的稳定性,正确指导施工。

关键词: 边坡, 监测, 变形, 稳定性

Abstract: Aiming at the project reality of Stilwell environment slope,slope deformation and stress monitoring are carried out to control the high slope deformation effectively and direct the construction accurately.The characteristics of slope deformation and the effects of anchor bar are analyzed,using a lot of slope monitoring-data combined with the factors of deformation,geology and excavation.The monitoring data indicate that the slope anchor effect is fine and the slope distortion is controlled effectively.It is shown that informatization construction can ensure the stability of slope and direct construction correctly.

Key words: slope, monitoring, deformation, stability

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