| 土质高边坡安全监测及稳定性分析 |
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| 引用本文： | 尚文涛,郭国和,王震.土质高边坡安全监测及稳定性分析[J].重庆交通大学学报(自然科学版),2008,27(Z1). |
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| 作者姓名： | 尚文涛 郭国和 王震 |
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| 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。
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| 关 键 词： | 边坡 监测 变形 稳定性 |
Analysis on Safety Monitoring and Stability of High Soil Slope |
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| SHANG Wen-tao,GUO Guo-he,WANG Zhen.Analysis on Safety Monitoring and Stability of High Soil Slope[J].Journal of Chongqing Jiaotong University,2008,27(Z1). |
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| Authors: | SHANG Wen-tao GUO Guo-he WANG Zhen |
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| 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. |
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| Keywords: | slope monitoring deformation stability |
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