Study on tectonic stress field in Yingjiang area based on multi-focal mechanism solution sequence
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摘要: 文章搜集了盈江地区多个地震序列震源机制解共计162个,对从苏典断裂到大盈江断裂的区域进行了构造应力场反演。研究结果表明,该区域总的主压应力轴方向为NNE—SSW向。并从内在动力学演化的角度分析了2008年3月21日—2014年5月30日发生的6次震群活动,发现其存在明显的相互联系性。研究还发现,局部也出现应力场偏转的现象,苏典断裂南端的主压应力轴向北偏转角度变大,这可能与该区形成的三角凹陷有关。此外,本文还搜集到2016—2020年之间发生于盈江地区的1003个地震目录,通过分析发现昔马—盘龙山断裂到大盈江断裂之间的区域可能存在应力场闭锁,因此,加强该区域的危险性防范至关重要。Abstract: In this paper, a total of 162 focal mechanism solutions are collected from several focal mechanism solution sequences in Yingjiang area, and the tectonic stress field inversion is carried out from Sudian fault to Dayingjiang fault. The results show that the axial direction of the total principal compressive stress in this area is NNE—SSW. The six earthquake swarm activities from March 21, 2008 to May 30, 2014 were analyzed from the perspective of internal dynamic evolution, and it was found that there were obvious interrelationships among them. It is also found that the deflection of stress field occurs locally. The deflection angle of principal compressive stress axis at the southern end of Sudian fault becomes larger, which may be related to the triangular depression formed in this area. In addition, 1003 earthquake catalogues occurred in Yingjiang area from 2016 to 2020 were collected in this paper. Through analysis, it is found that there is stress locking in the area between Xima-Panlongshan fault and Dayingjiang fault, so it is very important to strengthen the risk prevention in this area.
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Key words:
- Yingjiang area /
- focal mechanism /
- stress field inversion /
- earthquake catalogue
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图 2 地震序列震源机制解及相应区域的P轴、T轴赤平投影分布图
F1:怒江断裂;F2:龙陵—瑞丽断裂;F3:固东—腾冲断裂;F4:猴桥—中和断裂;F5:槟榔断裂;F6:苏典断裂; F7:昔马—盘龙山断裂;F8:大盈江断裂;F9:瓦德龙断裂。图中分别给出了2008年3月21日震源机制解 序列P轴、T轴分布、2008年8月21日震源机制解序列P轴、T轴分布、2008年9月3日震源 机制解序列P轴、T轴分布、2011年3月10日震源机制解序列P轴、T轴分布
Figure 2. Sequence of focal mechanism solutions and stereographic projection distribution of P-axis and T-axis in corresponding areas
F1:Nujiang fault;F2:Longling-Ruili fault;F3:Gudong-Tengchong fault;F4:Houqiao-Zhonghe fault;F5:Binglang fault; F6:Sudian fault;F7:Xima-Panlongshan fault;F8:Dayingjiang fault;F9:Wadelong fault. The distribution of P-axis and T-axis of focal mechanism solution sequence on March 21,2008,P-axis and T-axis distribution of focal mechanism solution sequence on August 21,2008,P-axis and T-axis distribution of focal mechanism solution sequence on September 3,2008 and P-axis and T-axis distribution of focal mechanism solution sequence on March 10,2011 are shown in the figure
图 3 各区构造应力场反演结果示意图及相应的R值柱状分布图
图中(a) 、 (b) 、 (c) 、 (d)分别表示2008年3月21日、2008年8月21日、2008年9月3日和2011年3月10日 4组震源机制解序列的构造应力场球面投影图;图中红色散点代表σ1分布图、绿色散点代表σ2分布图, 蓝色散点代表σ3分布图;右边条形柱状图为相应的R值分布
Figure 3. Schematic diagram of inversion results of tectonic stress field in each area and corresponding R value columnar distribution map
The figures (a) , (b) , (c) and (d) show the spherical projection of tectonic stress field of four focal mechanism sequences on March 21,2008,August 21,2008,September 3,2008 and March 10,2011;red scatter points represent σ1 distribution map,green scatter points represent σ2 distribution map,and blue scatter points represent σ3 distribution map;bar charts on the right show corresponding R value distribution
图 6 2016年1月1日—2020年2月29日地震空间分布图
图中3条黑色线段表示断裂,具体名称参见图2所示,红色箭头方向为相应的4次构造应力场 反演主压应力方向,椭圆所画出的区域为应力闭锁区域
Figure 6. Spatial distribution map of earthquakes from January 1,2016 to February 29,2020
The three black lines with specific names in the figure indicate the faults. The direction of the red arrow is the direction of the principal compressive stress inversed from the corresponding fourth tectonic stress field,and the area drawn by the ellipse is the stress locking area
表 1 各分区构造应力反演结果
Table 1. Inversion results of tectonic stress in each subarea
震源机制解序列主震
发震时间(年-月-日)σ1 σ2 σ3 反演震源机
制解个数/个R 走向/° 倾伏角/° 走向/° 倾伏角/° 走向/° 倾伏角/° 2008-03-21 39.90 7.10 −121.30 82.50 130.20 2.40 17 0.58 2008-08-21 35.30 14.40 −145.80 75.60 −54.80 0.30 36 0.16 2008-09-03 −143.60 3.80 30.00 86.20 126.40 0.40 48 0.62 2011-03-10 15.00 7.20 132.30 74.70 −76.70 13.50 61 0.38 -
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