In-situ dynamic monitoring and analysis of high slope stability

SONG Xiu-guang; ZHANG Si-feng; LI Ying-yong

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In-situ dynamic monitoring and analysis of high slope stability

更新时间：2026-06-25

- In-situ dynamic monitoring and analysis of high slope stability
- Vol. 26, Issue 7, (2005)
- 作者机构：
  
  1. 东南大学交通学院,南京,210096
  2. 山东大学岩土与结构工程研究中心,济南,250061
  3. 山东省交通厅公路管理局,济南,250002
- 作者简介：
- 基金信息：
- DOI：
  CLC： U416
- Online First：17 December 2013，
  
  Published：2005
- 稿件说明：
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SONG Xiu-guang, ZHANG Si-feng, LI Ying-yong. In-situ dynamic monitoring and analysis of high slope stability[J]. 2005, 26(7).
DOI：

SONG Xiu-guang, ZHANG Si-feng, LI Ying-yong. In-situ dynamic monitoring and analysis of high slope stability[J]. 2005, 26(7). DOI：

摘要

边坡稳定是一个复杂的、多参数岩土力学问题，对其现场监测是保证工程安全的重要措施之一。结合工程实际，在对路堑边坡表面、地下变形以及支挡结构物受力状态监测所获取的信息进行综合分析的基础上，对边坡施工及运营期的安全性进行了分析研究，指出了影响边坡稳定的各种因素，可为类似工程的设计及施工提供借鉴。

Abstract

The stability of high slope is a complicated problem in geomechanics

in which field that lots of factors may be involved; so the in-situ monitoring has become an important measure to ensure its safety. Related to a practical project

and based on the analysis of data that have been collected about the deformation of slope and the stress of support units

the stability of high slope during the period of construction and operative process is analyzed; and various influencing factors for the stability of high slope have been brought forward. These conclusions have provided a reference for similar projects.

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