王成虎, 刘立鹏, 郭启良, 侯砚和. 2008: 地应力测量数据分析及对工程稳定性控制设计的意义. 工程地质学报, 16(S1): 377-381.
    引用本文: 王成虎, 刘立鹏, 郭启良, 侯砚和. 2008: 地应力测量数据分析及对工程稳定性控制设计的意义. 工程地质学报, 16(S1): 377-381.
    WANG Chenghu, LIU Lipeng, GUO Qiliang, HOU Yanhe. 2008: ONE METHOD TO ANALYZE THE MEASURED IN-SITU STRESS DATA AND ITS SIGNIFICANCE TO THE PROJECT STABILITY DESIGN. JOURNAL OF ENGINEERING GEOLOGY, 16(S1): 377-381.
    Citation: WANG Chenghu, LIU Lipeng, GUO Qiliang, HOU Yanhe. 2008: ONE METHOD TO ANALYZE THE MEASURED IN-SITU STRESS DATA AND ITS SIGNIFICANCE TO THE PROJECT STABILITY DESIGN. JOURNAL OF ENGINEERING GEOLOGY, 16(S1): 377-381.

    地应力测量数据分析及对工程稳定性控制设计的意义

    ONE METHOD TO ANALYZE THE MEASURED IN-SITU STRESS DATA AND ITS SIGNIFICANCE TO THE PROJECT STABILITY DESIGN

    • 摘要: 地应力数据目前已经成为稳定性控制设计的必要参数之一,在此引入国际上认可度较高的Sheorey模型,该模型考虑了重力作用、泊松效应、岩性等因素,并给出了一般情况下上地壳岩体中水平应力值随深度的变化规律。某地下水封油库候选工程区位于辽宁省渤海湾地区,在工程勘察阶段共得到钻孔应力数据2组,测值较为离散,在工程设计过程中使用较为困难,通过利用Sheorey模型的拟合效果与其线性回归的比较可知,该模型很好地拟合了地应力测值随深度的变化规律,并给出了工程部位的应力值供设计使用,这一方法对其他工程也具有很高的借鉴意义。

       

      Abstract: The in-situ stress parameters have become one of the most essential data for the stability design of a underground project, but there exist some misunderstandings on how to use in-situ stress measurements. Through analyzing the linear fitting plot of measured in-situ stress data versus depth, many problems can be found, such as scattered data, unstable correlation coefficient. Here, internationally-accepted Sheorey theory is introduced, which has taken the gravitational action, Poisson's effect, lithology and other factors into consideration, and this theory has defined one general variation law of the horizontal stress in the upper crust versus depth as well. One planned water-sealed oil reservoir is located in the Bohai Gulf, Liaoning Province. During the feasibility research stage of the project, hydrofracturing in-situ stress measurements have been done in two boreholes, but the measured data is scattered and hard to select one rational value for the design. By comparing the fitting effect based on the Sheorey theory with that of linear fitting, this theory can define the variation law of measured in-situ stress versus depth very well, and offer proper in-situ stress values for the project design. This method is of great significance to the design of other project.

       

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