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东构造结墨脱关键区域地应力场特征及其构造稳定性分析 被引量:1
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作者 张斌 孙尧 +5 位作者 马秀敏 彭华 姜景捷 毛佳睿 张文汇 翟玉栋 《地质力学学报》 CSCD 北大核心 2023年第3期388-401,共14页
为获取东构造结关键构造部位地应力特征、分析其构造稳定性,采用水压致裂法开展了墨脱断裂带西让段1个地应力孔、11个测试段的原位地应力测量工作。结果表明:61.43~121.34 m测试段最大、最小水平主应力值(SH、Sh)分别为3.05~14.50 MPa和... 为获取东构造结关键构造部位地应力特征、分析其构造稳定性,采用水压致裂法开展了墨脱断裂带西让段1个地应力孔、11个测试段的原位地应力测量工作。结果表明:61.43~121.34 m测试段最大、最小水平主应力值(SH、Sh)分别为3.05~14.50 MPa和2.16~9.87 MPa,垂向主应力值(Sv)为1.63~3.31 MPa,即SH>Sh>Sv;测点处应力场以水平挤压作用为主,均处于逆断层应力状态,且其主应力值随深度增加而逐渐增大,测点的最大水平主应力优势方位为北东东向;在整个地应力测量深度范围内,侧压系数值(Kav)为1.39~4.38,最大水平应力系数值(KHv)均大于1,且比值随深度的增加而增大,该关键部位区域应力场以水平应力为主导,方向性较强,所有测试段水平应力系数值(KHh)为1.23~1.66,与林芝-通麦段地应力特征参数计算结果基本相似;测点位置98 m以浅地层水平构造应力作用程度较小,应力积累水平较低,保持断层稳定所需的摩擦系数值小于实际断层的临界摩擦系数值,构造环境相对稳定,超过98 m深度地层由于水平构造应力起主要作用,保持断层稳定所需的摩擦系数值接近于实际断层的临界摩擦系数值,存在小概率发生断层失稳滑动的风险;区域强震在墨脱断裂带断层面上造成的左旋走滑方向上及逆冲方向上的库仑应力变化值的叠加量均为负值,抑制了断层的滑动,未能增加墨脱关键区域断层活动的危险性。 展开更多
关键词 喜马拉雅东构造 水压致裂 应力测量 构造应力特征 构造稳定性
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宁夏韦州矿区韦三井田构造特征分析 被引量:2
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作者 龚汉宏 马文其 《中国煤炭地质》 2008年第B09期6-8,共3页
通过对宁夏韦州矿区区域构造的的分析研究,认为矿区主体构造具有多期性的特点,现今的构造景观是多体系复合的结果。经过综合分析井田勘探区内地震、钻探资料及普查成果,最终查明了勘探区内红城水断层、马庄子断层、周儿庄断层3条主要断... 通过对宁夏韦州矿区区域构造的的分析研究,认为矿区主体构造具有多期性的特点,现今的构造景观是多体系复合的结果。经过综合分析井田勘探区内地震、钻探资料及普查成果,最终查明了勘探区内红城水断层、马庄子断层、周儿庄断层3条主要断层的发育特征。 展开更多
关键词 构造体系特征 构造应力特征 主要断层 韦三井田
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诸广南部长江矿集区断裂构造特征及其与铀成矿关系 被引量:4
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作者 叶松鑫 许幼 《科技视界》 2019年第17期107-108,64,共3页
长江铀矿集区位于诸广岩体南部,区内区域性断裂发育,矿区处于NNE向、NEE向、近SN和NW向四组断裂的交汇部位,矿区内断裂构造错综复杂,成矿断裂构造发育。本文通过综合分析区内成矿构造的力学性质、运动学特征等,结合矿区构造应力特征、... 长江铀矿集区位于诸广岩体南部,区内区域性断裂发育,矿区处于NNE向、NEE向、近SN和NW向四组断裂的交汇部位,矿区内断裂构造错综复杂,成矿断裂构造发育。本文通过综合分析区内成矿构造的力学性质、运动学特征等,结合矿区构造应力特征、发展演化过程等进行分析。归纳总结长江矿集区断裂构造的控矿机理。 展开更多
关键词 成矿断裂构造 构造应力特征 铀成矿 矿集区 诸广岩体南部
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黑龙江及邻区地壳应力场初步研究 被引量:1
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作者 吴宝峰 徐建权 +1 位作者 张永刚 郝永梅 《地震地磁观测与研究》 2014年第5期72-75,共4页
采用综合震源机制方法,利用5 002条P波极性数据反演黑龙江地区二维应力结构,求得该区0.5°×0.5°综合震源机制解。初步研究表明:21世纪以来,构造应力场总特征基本一致,具有明显的继承性,主压应力和主张应力的优势方向明显... 采用综合震源机制方法,利用5 002条P波极性数据反演黑龙江地区二维应力结构,求得该区0.5°×0.5°综合震源机制解。初步研究表明:21世纪以来,构造应力场总特征基本一致,具有明显的继承性,主压应力和主张应力的优势方向明显,与板块运动关系具有成因上的联系。 展开更多
关键词 P波极性数据 震源机制 构造应力特征 板块运动
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Inversion of Stress Fields in the Middle Section of the Xiaojiang Fault and Its Adjacent Area 被引量:2
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作者 Lin Xiangdong Xu Ping +2 位作者 Wu Minjie Gao Ling Wu Anxu 《Earthquake Research in China》 2011年第1期82-91,共10页
With waveform data of 613 earthquakes with ML ≥ 2. 5 in the middle section of the Xiaojiang fault and its adjacent area which occurred during January,1998 to September 2007,focal mechanisms were calculated by the dir... With waveform data of 613 earthquakes with ML ≥ 2. 5 in the middle section of the Xiaojiang fault and its adjacent area which occurred during January,1998 to September 2007,focal mechanisms were calculated by the direct wave amplitude ratio of S /P in the vertical component and their characteristics were analyzed. According to regional tectonic features of the middle section of the Xiaojiang fault and its adjacent area,the study region was partitioned into two zones with the Xiaojiang fault as the boundary,e. g. zone A and zone B (including the Xiaojiang fault). In order to research the faults stress in detail,the Xiaojiang fault zone was picked out for independent analysis. The study region was also partitioned into 1°× 1° cells with a 0. 5° step. The stress fields of zone A,B and the fault zone were inverted with the FMSI method (Gephart,1990). The results show that first, the faults are mainly of strike-slip in the middle section and its adjacent area,amounting to 81. 28%,69. 23% and 72. 97% in the A,B and fault zones,respectively. Secondly,the stress inversion also indicates that the directions of maximum principal stress σ1 in the A, B,and fault zones are approximately NNW,NWW and NWW,the stress action is mainly horizontal,and strike-slip faulting is dominant in the study area. On the other hand,the direction of the principal stress field in the central Yunnan block changed from NNW to NWW,however,in the region between the Yuanmou and Pudu River faults,the azimuth of the main compressive stress shows that the north-south slip is obvious. While the direction of the main compressive stress of the Xiaojiang fault zone is nearly NW; in the east of the Xiaojiang fault,the direction of principal compressive stress is NW to NNW in the eastern Yunnan block. 展开更多
关键词 Middle section of the Xiaojiang fault Focal mechanism Stress field inversion
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Comprehensive Research on Focal Mechanism Solutions in the Capital Circle Area of China
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作者 Wu Minjie Wu Anxu +4 位作者 Xu Ping Lin Xiangdong Dong Hongyan Xin Xuexia Li Layue 《Earthquake Research in China》 2014年第1期79-90,共12页
Comprehensive statistical analysis was performed on the basic features of focal mechanisms of 619 ML≥2. 0 earthquakes which occurred in the capital circle area from January 2002 to June 2010. By dividing the capital ... Comprehensive statistical analysis was performed on the basic features of focal mechanisms of 619 ML≥2. 0 earthquakes which occurred in the capital circle area from January 2002 to June 2010. By dividing the capital area into three studying regions based on regional tectonic characteristics,cluster analysis was conducted on the focal mechanisms of all subregions using the longest distance method in the statistical cluster analysis to study the characteristics of tectonic stress tensors. The result shows that dominant P-axis azimuth distribution is NNE-NEE and that of T-axis is NNW-NWW,most of the focal areas are controlled by a horizontal stress field and rupture is mainly of horizontal strike-slip. The maximum principal compression stress orientation is NE75° in the west,NE62° in the middle,and near EW in the east of the capital area. The regional tectonic stress field is characterized by horizontal compression. 展开更多
关键词 Focal mechanism solution Systematic cluster Stress tensor Capital circlearea
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