基于地应力资料的青藏高原及邻区浅层地壳构造应力场大小特征分析

YAO Rui, YANG Shu-Xin, XIE Fu-Ren, CUI Xiao-Feng, LU Yuan-Zhong, XU Zhao-Yi
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引用次数: 1

摘要

基于“中国大陆地应力环境基础数据库”的地应力测量数据,合理地提取了近2000条地应力数据,覆盖了21°N - 40°N和73°N - 110°N的地理空间,深度为0 ~ 2 km。在排除目标区域重力对地应力影响的基础上,考虑到样品数据沿深度分布的不均匀性,分析构造应力场的影响。为了排除重力作用,本文采用了Heim的假设和A. H. Gennik的假设两种模式来估计上下限,研究了青藏高原及其周缘浅层地壳的构造应力特征。结果表明:(1)青藏高原及其周缘最大水平应力σH和最小水平应力σH随深度D呈线性增加趋势:σH = 22.115D + 5.761, σH = 14.893D + 3.269;最大水平构造应力σT和最小水平构造应力σT的估计值分别为:4.609 <σt & lt;15.522D + 4.609, 3.121 <σt & lt;6.366D + 3.121(D >0);构造差应力σT ~ σT = 7.222D + 2.492,地表值(D = 0 km)约为2.5 MPa,随深度的增大以7.2 MPa·km - 1的梯度增大。(2)在实测深度尺度内,青藏地块和南北地震带北、中、南段研究区的σT、σT和σT - σT值均随埋深线性增加;当D = 1 km时,各块体的统计回归的σT值最大值为30.1 MPa,最小值为17.6 MPa,各块体的值由大到小依次为:青藏块体、南北地震带北段、中段、南段;D = 1 km时,各块体统计回归的σT - σT值最大值为15.8 MPa,最小值为8.9 MPa,各块体数值由大到小依次为:青藏块体、南北地震带北段、中段、南段。总的来说,青藏地块的应力强度要大于南北地震带。(3)与南北地震带相比,青藏地块地壳在北压作用下表现出明显的“地壳深部构造作用强于浅层构造作用”的特征。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
ANALYSIS ON MAGNITUDE CHARACTERISTICS OF THE SHALLOW CRUSTAL TECTONIC STRESS FIELD IN QINGHAI-TIBET PLATEAU AND ITS ADJACENT REGION BASED ON IN-SITU STRESS DATA

Based on the in situ stress measurement data from “Fundamental Database of Crustal Stress Environment in Continental China”, nearly 2000 pieces of data have been properly picked out, covering the geographic space of 21°N–40°N and 73°N–110°N and the depth of 0∼2 km. By excluding the gravity effect on in-situ stress in the target area, and taking the uneven distribution of the sample data along depth into consideration, the effect of tectonic stress field will be analyzed in this paper. In order to exclude the gravity effect, two modes, namely Heim's hypothesis and A. H. Gennik's hypothesis, have been adopted to estimate the upper and lower limits, under which the tectonic stress characteristic of the shallow crust in Qinghai-Tibet Plateau and its periphery have been studied. As shown in the results: (1) The maximum horizontal stress σH and minimum horizontal stress σh in Tibetan Plateau and its periphery increase linearly with the depth D: σH = 22.115D + 5.761, σh = 14.893D + 3.269; and the estimated magnitudes of the maximum horizontal tectonic stress σT and minimum horizontal tectonic stress σt vary as follows respectively: 4.609 < σt < 15.522D + 4.609, 3.121 < σt < 6.366D + 3.121(D > 0); tectonic difference stress σT – σt = 7.222D + 2.492, surface value (D = 0 km) is about 2.5 MPa, and increases at a gradient of 7.2 MPa·km–1 with the depth. (2) Within the measured depth scale, σT, σt and σT – σt values of Qinghai-Tibet block and research areas in the northern/middle/southern segments of North-South seismic belt all increase linearly with the burial depth; when D = 1 km, the maximum of σT values from statistical regression of all blocks is 30.1 MPa, and the minimum is 17.6 MPa, with the blocks in descending order of values such as: Qinghai-Tibet block, northern segment, middle segment and southern segment of the North-South seismic belt; when D = 1 km, the maximum of σT – σt values from statistical regression of all blocks is 15.8 MPa, and the minimum is 8.9 MPa, with the blocks in descending order of values as: Qinghai-Tibet block, northern segment, middle segment and southern segment of the North-South seismic belt. Generally, the stress magnitudes in Qinghai-Tibet block are stronger than those in the North-South seismic belt. (3) Compared with the North-South seismic belt, an obvious feature of “stronger tectonism in the deep crust than that in the shallow” is shown in the crust of Qinghai-Tibet block under northward compression.

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