Research of crust stress measurement and its application with hydraulic fracturing in Zhouning Hydro-power, station of Fujian Province

Research of crust stress measurement and its application with hydraulic fracturing in Zhouning Hydro-power; station of Fujian Province

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Research of crust stress measurement and its application with hydraulic fracturing in Zhouning Hydro-power, station of Fujian Province

更新时间：2026-06-25

- Research of crust stress measurement and its application with hydraulic fracturing in Zhouning Hydro-power, station of Fujian Province
- Vol. 25, Issue 10期　刊出日, (2004)
- 作者机构：
  
  中国地震局地壳应力研究所,北京,100085
- 作者简介：
- 基金信息：
- DOI：
  CLC： TV223.1
- Online First：25 July 2014，
  
  Published：2004
- 稿件说明：
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Research of crust stress measurement and its application with hydraulic fracturing in Zhouning Hydro-power, station of Fujian Province. Research of crust stress measurement and its application with hydraulic fracturing in Zhouning Hydro-power, station of Fujian Province[J]. 2004, 25(10期　刊出日).
DOI：

Research of crust stress measurement and its application with hydraulic fracturing in Zhouning Hydro-power, station of Fujian Province. Research of crust stress measurement and its application with hydraulic fracturing in Zhouning Hydro-power, station of Fujian Province[J]. 2004, 25(10期　刊出日). DOI：

摘要

周宁水电站在交通洞开挖过程中局部洞段发生了较强烈的岩爆。地下洞室和高压岔管、输水隧道设计及选择衬砌方式，需要查明原地应力状态。为此，采用水压致裂法在3个深钻孔中和岩爆部位进行了原位应力测量。结果表明，平面应力值随孔深增加呈线性增大；在岩爆和地下洞室附近，原位应力最大值为13～15 MPa，以水平挤压应力为主导，最大水平主应力方向为NW向。根据地应力测量资料和相关理论、判据分析认为：地下厂房长轴为NW向有利于围岩稳定；高压岔管和输水隧洞选用钢筋混凝土衬砌是可行的；发生局部岩爆，主要是由于隧道开挖围岩应力重新调整，在掌子面附近应力集中所致。

Abstract

A strong rockburst took place at one part of transportation tunnel at Zhouning Hydropower station while excavation. Underground tunnel

high pressure bifurcated pipe

water inlet tunnel designing and their lining style need know crustal stress too. So stress measurement with hydraulic fracturing was adopted in 3 deep drillholes from surface and in the rockburst measuring point. The results indicated that planar stress increased linearity with the depth of drillholes

the maximal value of crustal stress was 13－15 MPa near the site of rockburst and underground tunnel with the dominant horizontal extrusion direction NW. Based on the data of crustal stress and interrelated theory and criterion

it concluded that

first

major axis at NW direction was the best to underground plant building’s stability; secondly

reinforced concrete lining was practicable in high pressure bifurcated pipe and water inlet tunnel

thirdly

the reason why local rockburst took place was that stress concentration came into being near tunnel heading for stress in wall rock readjusted during tunnel excavation.

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