Initial Stress in Underground Rocks

地下岩石的初始应力

• 批准号: 63460189
• 负责人: OKAMURA Hiroshi
• 金额: $ 4.22万
• 依托单位: Kumamoto University
• 依托单位国家: 日本
• 项目类别: Grant-in-Aid for General Scientific Research (B)
• 财政年份: 1988
• 资助国家: 日本
• 起止时间: 1988 至 1989
• 项目状态: 已结题
• 来源: https://kaken.nii.ac.jp/en/grant/KAKENHI-PROJECT-63460189/
• 关键词: In-situ Rock Stress; Geological Discontinuity; Hemispherical-ended Borehole Technique; Stress Relief Technique; Sleeve Fracturing; Elasto-plastic Analysis; Displacement Fields; Rock Properties; 球面孔低ひずみ法; 水圧破砕法; 応力解析

The initial stress measurement is indispensable to construct large rock cavern, because of the fact that mechanical behavior of rock mass around the rock cavern is dominated by the initial stress state remarkably. On the other hand, in order to estimate the stability of the rock cavern and control the construction of it, it is of important to evaluate the stress state around the rock cavern on construction or after the completion of the excavation, namely the induced stress. These stress states are considered to be affected by geological discontinuities, e.g.joints and faults. Systematic stress measurement of the field, e.g. systematic measurement of the stress distribution around the rock cavern, are need to confirm the influence of the geological discontinuities.Hemispherical-ended borehole technique is one of the methods that the stress tensor can be determined from the measurement in a single borehole. In this study, the initial stress measurement by the hemispherical-ended borehole technique are performed for the two areas. One is the measurement adjacent to active fault in gneiss and the other is the measurement in jointed quartz diorite. From these results, the relation between the movement of the fault and state of initial stress is clarified and the Possibility of predicting the unstable region for the excavation of tunnel is suggested.Furthermore, a new method for elasto-plastic stress analysis of underground rock cavern, under the condition of biaxial initial stress, is presented by jointing two existing methods, a boundary element method for elasticity and a characteristics method for plasticity. Improvement of the accuracy of DDM analysis on the crack problem and the applicability of DDM to the stress analysis of the jointed rock are also discussed. As a result, it is confirmed that the stress and displacement fields can be analyzed sufficiently and accurately using those methods proposed by this study.

由于岩洞周围岩体的力学行为明显受初始应力状态的影响，初始应力测量对于建造大型岩洞是必不可少的。另一方面，为了评价岩洞的稳定性并控制岩洞的施工，评估施工时或开挖完成后岩洞周围的应力状态，即诱发应力，具有重要意义。这些应力状态被认为受到地质不连续性的影响，例如节理和断层。现场的系统应力测量，例如需要对岩洞周围的应力分布进行系统测量，以确认地质不连续性的影响。半球端钻孔技术是通过单个钻孔的测量来确定应力张量的方法之一。在本研究中，通过半球形端钻孔技术对这两个区域进行了初始应力测量。一种是片麻岩中活动断层附近的测量，另一种是节理石英闪长岩中的测量。这些结果阐明了断层运动与初始应力状态之间的关系，为隧道开挖预测不稳定区域提供了可能性。此外，提出了一种地下岩洞弹塑性应力分析的新方法。结合现有的弹性边界元法和塑性特征法两种方法，提出了双轴初始应力条件下的 。还讨论了DDM对裂纹问题分析精度的提高以及DDM在节理岩石应力分析中的适用性。结果表明，使用本研究提出的方法可以充分、准确地分析应力场和位移场。

项目成果

Toshiro Aoki: "Elasto-plastic Analysis of a Single Rectangular Opening and Parallel Circular Openings under Bi-axial Stress Condition" J. of MMIJ, Vol.105, pp.511-516, 1989.

Toshiro Aoki：“双轴应力条件下单个矩形开口和平行圆形开口的弹塑性分析”J. of MMIJ，第 105 卷，第 511-516 页，1989 年。

金子勝比古: "伝播波形初動形状によるQ値評価法(II)" 物理探査. 42. 245-252 (1989)

Katsuhiko Kaneko：“基于传播波形初始形状的 Q 因子评估方法（II）”物理探索 42. 245-252（1989）。

柴拓海: "変位くい違い法の亀裂問題への適応性について" 資源・素材学会誌. 105. 981-986 (1989)

Takumi Shiba：“位移差异法解决问题的适用性”日本资源材料学会杂志 105. 981-986 (1989)。

尾原祐三: "スリ-ブフラクチャリング法による岩盤応力測定" 材料. 38. 221-227 (1989)

Yuzo Ohara：“套管压裂法测量岩石应力”材料。38. 221-227 (1989)

Katsuhiko Kaneko: "Technique for Estimation of Seismic Q by means of First Arrival Pulse (2)" J. of MMIJ, Vol.105, pp.981-986, 1989.

Katsuhiko Kaneko：“通过初至脉冲估计地震 Q 的技术 (2)”，MMIJ 杂志，第 105 卷，第 981-986 页，1989 年。