地震地质 ›› 2023, Vol. 45 ›› Issue (2): 464-483.DOI: 10.3969/j.issn.0253-4967.2023.02.010
杨晨艺1)(), 李晓妮1), 冯希杰1), 黄引弟1), 裴跟弟2)
修回日期:
2022-12-13
出版日期:
2023-04-20
发布日期:
2023-05-18
作者简介:
杨晨艺, 女, 1989年生, 2015年于西北大学获构造地质学专业硕士学位, 工程师, 主要从事地震地质与中长期地震预测研究, E-mail: ycy19891228@126.com。
基金资助:
YANG Chen-yi1)(), LI Xiao-ni1), FENG Xi-jie1), HUANG Yin-di1), PEI Gen-di2)
Revised:
2022-12-13
Online:
2023-04-20
Published:
2023-05-18
摘要:
秦岭北缘断裂带是渭河盆地南缘重要的活动构造, 含有多条分支断层, 其中近EW向的桃川-户县断层位于该断裂带的北侧, 其东段隐伏于渭河盆地内。已有研究对该断层隐伏段的中段开展了浅层人工地震勘探, 并推断其为正断兼走滑运动性质的晚更新世活动断层, 但未能确定断层最晚活动的年代与活动速率。文中通过开展新的浅层地震勘探和钻孔联合剖面探测, 进一步研究了桃川-户县断层西段(太白盆地段)与东段(渭河盆地隐伏段)的浅部结构构造和几何展布、第四纪活动的最晚时代及活动速率。探测剖面揭示出桃川-户县断层的西段可向W延伸至少20km至太白盆地, 而东段自眉县起延入渭河盆地, 经周至、户县, 隐伏于渭河盆地第四系中。断层西段在太白盆地断错早第四系及下伏结晶基底, 控制了太白盆地南缘, 其N倾的正断作用断错第四系约300m, 断层带内保留老的逆冲构造残余。断层东段(渭河盆地隐伏段)在周至和户县附近的主断面倾向N, 断层带分别表现为宽约6km的断陷带和宽约4km的阶梯状构造带, 断错了上更新统顶界; 在渭河盆地南缘, 断层断错全新统标志层黑垆土S0, 垂直断距为4~5m, 对应的全新世活动速率为0.4~1.3mm/a。综合浅层地震勘探、钻孔探测及地面地质调查结果分析认为, 桃川-户县断层东段的活动性明显强于西段, 这可能是由于东段并入渭河盆地构造带, 成为一级活动地块边界带的一部分所致。桃川-户县断层是秦岭北缘断裂带的重要组成部分, 其控制了渭河盆地南缘的构造活动。
中图分类号:
杨晨艺, 李晓妮, 冯希杰, 黄引弟, 裴跟弟. 秦岭北缘断裂带的重要分支——桃川-户县断层的浅部结构与第四纪活动性[J]. 地震地质, 2023, 45(2): 464-483.
YANG Chen-yi, LI Xiao-ni, FENG Xi-jie, HUANG Yin-di, PEI Gen-di. SHALLOW STRUCTURE AND QUATERNARY ACTIVITY OF THE TAOCHUAN-HUXIAN FAULT, THE SUB-STRAND OF THE NORTHERN QINLING FAULT ZONE[J]. SEISMOLOGY AND GEOLOGY, 2023, 45(2): 464-483.
图1 桃川-户县断层的区域构造图与浅层地震勘探测线、钻孔位置
Fig. 1 The sketch map showing the position and tectonic setting of the Taochuan-Huxian Fault, location of shallow seismic reflection lines and drilling joint profile.
测线 | 断层 编号 | 实测上断点位置 | 断距 /m | 断层性质 | 视倾向 | 视倾角 | 上断点埋深及 影响的最新地层 | |||||||
---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
北纬 | 东经 | |||||||||||||
TB1 | F8 | 107°18'43.79″ | 34°02'04.32″ | >300 | 正断 | N | 65°~75° | 80m, | ||||||
F15 | 107°18'43.73″ | 34°02'16.38″ | 7 | 逆断 | N | 23°~86° | 71m以浅, | |||||||
df19 | 107°18'38.94″ | 34°02'29.618″ | 83 | 正断 | N | 89° | 160m, | |||||||
df20 | 107°18'36.38″ | 34°02'39.098″ | 3 | 正断 | N | 78° | 194m, | |||||||
df21 | 107°18'35.94″ | 34°02'41.80″ | 9 | 逆断 | N | 67°~89° | 50m以浅, | |||||||
ZZ1 | F8 | 108°11'36.28″ | 34°08'56.25″ | 19 | 正断 | N | 51°~60° | 127m以浅, | ||||||
df24 | 108°12'08.42″ | 34°10'22.93″ | 11 | 正断 | N | 59° | 65m以浅, | |||||||
df25 | 108°12'11.93″ | 34°10'52.30″ | 11 | 正断 | S | 65° | 76m以浅, | |||||||
df26 | 108°12'11.92″ | 34°11'12.05″ | 14 | 正断 | S | 71° | 91m以浅, | |||||||
df27 | 108°12'13.23″ | 34°11'48.09″ | 4 | 正断 | S | 54°~64° | 109m以浅, | |||||||
YX1-2 | df53 | 108°37'48.60″ | 34°06'05.31″ | 6 | 正断 | N | 74° | 65m以浅, | ||||||
df54 | 108°37'48.03″ | 34°06'29.96″ | 4 | 正断 | N | 57°~73° | 62m以浅, | |||||||
F8 | 108°37'47.69″ | 34°06'44.68″ | 11 | 正断 | N | 54°~66° | 52m以浅, |
表1 3条浅层地震剖面解释的上断点位置及其参数表
Table1 Fault location interpreted by three shallow seismic reflection profiles and up-breakpoint parameters
测线 | 断层 编号 | 实测上断点位置 | 断距 /m | 断层性质 | 视倾向 | 视倾角 | 上断点埋深及 影响的最新地层 | |||||||
---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
北纬 | 东经 | |||||||||||||
TB1 | F8 | 107°18'43.79″ | 34°02'04.32″ | >300 | 正断 | N | 65°~75° | 80m, | ||||||
F15 | 107°18'43.73″ | 34°02'16.38″ | 7 | 逆断 | N | 23°~86° | 71m以浅, | |||||||
df19 | 107°18'38.94″ | 34°02'29.618″ | 83 | 正断 | N | 89° | 160m, | |||||||
df20 | 107°18'36.38″ | 34°02'39.098″ | 3 | 正断 | N | 78° | 194m, | |||||||
df21 | 107°18'35.94″ | 34°02'41.80″ | 9 | 逆断 | N | 67°~89° | 50m以浅, | |||||||
ZZ1 | F8 | 108°11'36.28″ | 34°08'56.25″ | 19 | 正断 | N | 51°~60° | 127m以浅, | ||||||
df24 | 108°12'08.42″ | 34°10'22.93″ | 11 | 正断 | N | 59° | 65m以浅, | |||||||
df25 | 108°12'11.93″ | 34°10'52.30″ | 11 | 正断 | S | 65° | 76m以浅, | |||||||
df26 | 108°12'11.92″ | 34°11'12.05″ | 14 | 正断 | S | 71° | 91m以浅, | |||||||
df27 | 108°12'13.23″ | 34°11'48.09″ | 4 | 正断 | S | 54°~64° | 109m以浅, | |||||||
YX1-2 | df53 | 108°37'48.60″ | 34°06'05.31″ | 6 | 正断 | N | 74° | 65m以浅, | ||||||
df54 | 108°37'48.03″ | 34°06'29.96″ | 4 | 正断 | N | 57°~73° | 62m以浅, | |||||||
F8 | 108°37'47.69″ | 34°06'44.68″ | 11 | 正断 | N | 54°~66° | 52m以浅, |
图2 TB1测线的时间剖面图(a)和深度解释剖面图(b) 正断层与运动箭头为红色线条, 逆断层与运动箭头为黑色线条
Fig. 2 Stacked time section(a) and depth interpretation(b) of shallow seismic survey line TB1.
剖面 编号 | 标志层 | 垂直活动速率 /mm·a-1 | |||||||||
---|---|---|---|---|---|---|---|---|---|---|---|
编号 | 岩性 | 顶/底界 | 下盘标高 /m | 上盘标高 /m | 地层高差 /m | 错距 /m | 年龄 /ka | ||||
谭家寨 剖面 | ② | 黄土状土 | 顶界 | 441.62 | 439.14 | 2.48 | |||||
③ | 黑垆土S0 | 顶界 | 436.12 | 431.94 | 4.18 | 4~4.5 | 4~7 | 0.4~1.1 | |||
底界 | 433.32 | 428.94 | 4.38 | 10 | |||||||
⑤ | 粉砂黏土 | 顶界 | 403.52 | 397.64 | 5.88 | ||||||
底界 | 395.22 | 386.14 | 9.08 | ||||||||
下石马寺 剖面 | ② | 黄土状土 | 顶界 | 455.56 | 451.17 | 4.39 | |||||
③ | 黑垆土S0 | 顶界 | 447.76 | 443.27 | 4.49 | 4~5 | 4~7 | 0.4~1.3 | |||
底界 | 447.06 | 442.57 | 4.49 | 10 | |||||||
⑤ | 卵石 | 顶界 | 445.56 | 440.37 | 5.19 |
表2 钻孔联合剖面的标志层及其跨越桃川-户县断层的断距信息
Table2 Fault displacements of the Taochuan-Huxian Fault revealed by drilling joint profile exploration
剖面 编号 | 标志层 | 垂直活动速率 /mm·a-1 | |||||||||
---|---|---|---|---|---|---|---|---|---|---|---|
编号 | 岩性 | 顶/底界 | 下盘标高 /m | 上盘标高 /m | 地层高差 /m | 错距 /m | 年龄 /ka | ||||
谭家寨 剖面 | ② | 黄土状土 | 顶界 | 441.62 | 439.14 | 2.48 | |||||
③ | 黑垆土S0 | 顶界 | 436.12 | 431.94 | 4.18 | 4~4.5 | 4~7 | 0.4~1.1 | |||
底界 | 433.32 | 428.94 | 4.38 | 10 | |||||||
⑤ | 粉砂黏土 | 顶界 | 403.52 | 397.64 | 5.88 | ||||||
底界 | 395.22 | 386.14 | 9.08 | ||||||||
下石马寺 剖面 | ② | 黄土状土 | 顶界 | 455.56 | 451.17 | 4.39 | |||||
③ | 黑垆土S0 | 顶界 | 447.76 | 443.27 | 4.49 | 4~5 | 4~7 | 0.4~1.3 | |||
底界 | 447.06 | 442.57 | 4.49 | 10 | |||||||
⑤ | 卵石 | 顶界 | 445.56 | 440.37 | 5.19 |
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