›› 2014, Vol. 28 ›› Issue (1): 60-63.

• 工程实录 • 上一篇    下一篇

竖井开挖引起地表沉降时空变化趋势研究

王文斌   

  1. (湖北省地矿建设工程院,武汉 430074)
  • 收稿日期:2013-03-24 出版日期:2014-02-20 发布日期:2014-02-27
  • 作者简介:王文斌(1970-),高级工程师,现任湖北省地矿建设工程院工程负责人,研究方向为水文地质、工程地质。

Time and Spatial Variations of Ground Subsidence Induced by a Shaft Excavation

WANG Wenbin   

  1.  (Hubei DiKuang Construction and Engineering, Wuhan 430074)
  • Received:2013-03-24 Online:2014-02-20 Published:2014-02-27

摘要: 对竖井开挖引起的地表沉降时间序列自相关系数的计算分析表明,这些时间序列具有非平稳性特征,即地表沉降量存在确定性趋势。对于竖井开挖引起的地表沉降,时间和空间是不可分割的两个变量,把沉降量的确定性趋势δ、时间t及空间x三者建立起相应联系,构建三者的函数关系模型:δ=f(x, t),使之能预测预报施工引起的地表沉降。

关键词: 沉降量时间序列, 自相关系数, 确定性趋势

Abstract: The selfcorrelated coefficient of time and spatial variations of the ground surface subsidence induced by a shaft excavation is studied in this paper. It is concluded that the time series have nonstationary property, in other words, the subsidence of ground surface has a deterministic trend. For the ground subsidence induced by a shaft excavation, time and space are two independent variables, and the ground subsidence is a function of time and space. It is possible to predict the ground subsidence during the construction.

Key words: ground subsidence series, selfcorrelation coefficient, deterministic trend