上海张堰−金山卫隐伏活动断层活动特征及综合地球物理证据

宋春华; 郁飞; 施刚

doi:10.12090/j.issn.1006-6616.2023058

上海张堰−金山卫隐伏活动断层活动特征及综合地球物理证据

doi: 10.12090/j.issn.1006-6616.2023058

宋春华^1,,
郁飞¹,
施刚^2, ,

1.
上海市岩土地质研究院有限公司，上海 200072
2.
上海市地矿工程勘察（集团）有限公司，上海 200072

基金项目: 上海市财政资金项目（18-29780）

详细信息

作者简介:
宋春华（1985—），男，高级工程师，从事基础地质调查、地球物理勘探研究。 E-mail：271797119@qq.com

通讯作者:
施刚（1964—），男，高级工程师，从事城市地质调查、水文地质与工程地质学研究。 E-mail：454229705@qq.com

中图分类号: P631.4
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- 文章访问数: 341
- HTML全文浏览量: 163
- PDF下载量: 37
- 被引次数: 0
出版历程
- 收稿日期: 2023-04-20
- 修回日期: 2023-10-30
- 录用日期: 2023-10-31

The activity characteristics and comprehensive geophysical evidence of the Zhangyan–Jinshanwei concealed active fault in Shanghai, China

SONG Chunhua^1
,,
YU Fei¹,
SHI Gang^{2
, ,}

1.
Shanghai Geotechnical Engineering & Geology Institute Co., Ltd, Shanghai 200072, China
2.
Shanghai Geological Engineering Exploration (Group) Co., Ltd, Shanghai 200072, China

Funds: This research is financially supported by the Shanghai Municipal Financial Funding Project (Grant No.18-29780).

摘要

摘要: 上海城市隐伏断层十分发育，第四纪以来沉积了数百米厚的松散沉积层，受限于其特大城市复杂高干扰环境背景，隐伏断层的探测与活动性特征研究难以取得理想的效果，城市地质安全面临严重风险。文章通过高精度重力面积测量、高分辨率浅层地震勘探等地球物理探测方法，结合周边钻孔地层分层、地应力和年代学测试分析（碳十四和光释光），对张堰−金山卫断层第四纪和现今的活动性开展了探测与研究。结果显示，该断层空间上具有较好的延展性，断层行迹在布格重力异常和地震时间剖面上均有较好的地球物理证据反映。研究认为张堰−金山卫断层为逆冲断层，同时具有继承性和新生性活动特征，总体走向为北西向315°，倾向南西，基岩面断距约10 m，上断点已错断至第四系中更新统内，最新活动时代为中更新世，目前北西向地应力状态易于发生张扭性活动，该断层现今活动性依然需持续关注。此次研究探测思路与成果可为类似城市开展隐伏活动断层探测及活动性分析提供借鉴和参考。
- 隐伏活动断层 /
- 张堰−金山卫断层 /
- 高精度重力面积测量 /
- 高分辨率浅层地震勘探 /
- 年代学 /
- 地应力
Abstract: The concealed faults in the urban area of Shanghai are well-developed, accumulating several hundred meters of loose sediment layers since the Quaternary. Hindered by the complex and highly disturbed urban environment, the detection and characterization of concealed faults face challenges, posing significant geological risks for urban safety. This study employs high-precision gravity area measurements, high-resolution shallow seismic exploration, and geophysical exploration methods. It integrates geological stratification from surrounding boreholes, stress, and chronostratigraphy analyses (C14 and optically stimulated luminescence) to investigate the Quaternary and current activity of the Zhangyan–Jinshanwei fault. Results show that the fault exhibits good spatial continuity, with evidence reflected in Bouguer gravity anomalies and seismic time profiles. The Zhangyan–Jinshanwei fault is identified as a thrust fault with inherited and newly developed activity characteristics. Its overall trend is northwestward at 315°, dipping southwest, with a fault distance of approximately 10 meters along the bedrock surface. The upper fault point has been displaced to the mid-Pleistocene in the Quaternary. The most recent active period occurred during the mid-Pleistocene, and the current northwestward stress state makes the fault susceptible to extensional and torsional activities. Continuous attention is required for the ongoing activity of this fault. This study's detection approach and findings can serve as a reference for similar urban concealed active fault detection and activity analysis.
- concealed active fault /
- Zhangyan–Jinshanwei fault /
- high precision gravity area measurement /
- high-resolution shallow seismic exploration /
- chronology /
- crustal stress

HTML全文

图 1 上海金山区位置、基岩地质及地球物理探测测线布置图

a—上海市断层位置分布简图；b—金山区基岩地质及地球物理探测测线布置图

Figure 1. Location, bedrock geology, and geophysical survey line layout of Jinshan District, Shanghai

(a) Sketch map of fault distribution in Shanghai; (b) Geological and survey line layout of the bedrock in Jinshan District

下载: 全尺寸图片幻灯片

图 2 上海及邻近地区1970—2017年（部分地区数据至2019年）地震分布图

Figure 2. Earthquake distribution map of Shanghai and its neighboring areas from 1970 to 2017 (Data for some regions is up to the year 2019)

下载: 全尺寸图片幻灯片

图 3 布格重力异常等值线图

Figure 3. Bouguer gravity anomaly contour map

下载: 全尺寸图片幻灯片

图 4 布格重力异常的水平方向导数图

Figure 4. Horizontal derivative plots of Bouguer gravity anomalies

下载: 全尺寸图片幻灯片

图 5 不同上延高度重力异常断层构造线识别结果图

Figure 5. Identification results of gravity anomaly fault layer structural lines at different upward elevations

下载: 全尺寸图片幻灯片

图 6 基底反演结果图

Figure 6. Inversion results of basement

下载: 全尺寸图片幻灯片

图 7 浅层地震勘探测线时间剖面图

Figure 7. Time profile of shallow seismic exploration line

下载: 全尺寸图片幻灯片

图 8 地应力监测钻孔SDJ-1岩性柱状图及测年结果图

Figure 8. Lithological histogram and dating results of Borehole SDJ-1 for ground stress monitoring

下载: 全尺寸图片幻灯片

表 1 工作区主要地层物性特征一览表

Table 1. List of physical properties of main strata in the work area

地层及岩性	密度/ （g/cm³）	纵波速度/ （m/s）
第四纪黏土	1.64～1.98	827～884
第四纪砂层	1.78～2.03	1184～1268
第四纪砂砾层	1.87～2.16	1312～1680
中生代安山岩	2.30～2.70	1640～2260
中生代岩浆岩	2.61～2.81	1640～2260

下载: 导出CSV

表 2 地应力测量取值结果表

Table 2. Results of ground stress measurement values

序号	中心深度/m	主应力值/MPa			S_H/S_h	S_H方向/（°）
序号	中心深度/m	S_H	S_h	S_v	S_H/S_h	S_H方向/（°）
1	143.6	9.54	5.41	2.85	1.76	NW42°
2	145.5	10.77	5.88	2.90	1.83	NE80°
3	155.5	10.62	5.75	3.17	1.85	NW56°
4	157.5	10.10	5.61	3.22	1.80	NW62°
5	164.5	11.81	6.38	3.40	1.85
6	170.0	12.91	6.96	3.55	1.85	NW46°
7	176.3	12.29	6.53	3.72	1.88
注：S_H为最大水平主应力，MPa；S_h为最小水平主应力，MPa；S_v为根据上覆岩石埋深计算的垂直主应力，MPa；K_Hh=S_H/S_h，为水平主应力比值，表征地应力状态

下载: 导出CSV

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