首页|辽宁锦州南部应力场特征及其对地下水封油库稳定性影响分析

辽宁锦州南部应力场特征及其对地下水封油库稳定性影响分析

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区域应力场是构造运动的驱动力,是地壳应力研究中的重要内容,现今构造应力与地质资源的储存、开采及基础建设工程的设计实施具有密切联系.文章对锦州南部地区 9个钻孔进行了翔实的现场水压致裂原地应力测试,并依据强度与应力指标,对应力状态和岩爆风险分别进行了评价与预测.结果表明,测区最大和最小水平主应力量值分别为 3.92~17.33 MPa和3.00~8.93 MPa,垂直应力值为 0.80~4.58 MPa,最大水平主应力方向在N33°~88°E之间,优势方位为N72°E;地应力评价结果显示为低~很低应力状态,工程区地下厂房附近无岩爆风险.
Analysis on the Characteristic of Stress Field and its Influence on the Stability of Underground Water-sealed Oil Depot in Southern Jinzhou,Liaoning Province
Regional stress field is the driving force of tectonic movement and an important part of crustal stress research.Nowadays,tectonic stress is closely related to the storage and exploitation of geological resources and the design and implementation of infrastructure engineering.The detailed on-site hydraulic fracturing in-situ stress test is carried out on 9 boreholes in southern Jinzhou,and the stress state and rock burst risk are evaluated and predicted according to the strength and stress indicators.The results show that the maximum and minimum horizontal principal stress values in the survey area are 3.92-17.33 MPa and 3.00-8.93 MPa respectively,the vertical stress value is 0.80-4.58 MPa,the maximum horizontal principal stress direction is between N33°and 88°E,and the dominant direction is N72°E;the results of crustal stress evaluation show that the stress state is low to very low,and there is no rock burst risk near the underground plant house in the engineering area.

stress fieldunderground water-sealed oil depotstress evaluationrock burst prediction

曲建军、蒋再辉、程少华

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中化能源物流有限公司,浙江 舟山 316000

中国石油管道局工程有限公司国际分公司,河北 廊坊 065000

中国石油天然气管道工程有限公司,河北 廊坊 065000

应力场 地下水封油库 应力评价 岩爆预测

2024

工程技术研究
广州钢铁企业集团有限公司

工程技术研究

影响因子:0.081
ISSN:2096-2789
年,卷(期):2024.9(13)
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