| 厦门-金门大桥地区地震地质稳定性与桥线选择之研究 |
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| 引用本文： | 王洪涛,陈箴,黄宗林.厦门-金门大桥地区地震地质稳定性与桥线选择之研究[J].福建地震,2003(4). |
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| 作者姓名： | 王洪涛 陈箴 黄宗林 |
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| 作者单位： | 福建省地震局
(王洪涛，陈箴)，福建省地震局(黄宗林) |
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| 摘 要： | 厦门-金门大桥桥址地处闽东南沿海断隆带和泉州-汕头地震带南段,濒临台湾海峡,具有独特的地震地质构造环境。为了保障跨海大桥的长期安全性,无疑应对桥址地区的地震地质稳定性进行必要的研究,以期为工程设计提供科学依据。 本文依据近30多年来,对该地区地质构造调查、陆海地球物理探测、地壳形变观测、地震活动性、地壳动力学和工程场地特征等资料进行了比较系统研究,结果表明该区断块构造自晚第四纪以来,呈间歇性上升运动,速率约1-2.3毫米/年,史今地震能量释放速率为(2.737-7.999)×107焦耳/公里2/年。现代地壳水平运动的速度矢量指向南东东,速度值为9-13毫米/年。从震源机制揭示,区域现代构造应力场主压应力轴(P轴)为SE125°,仰角2-8°,引张轴(T轴)为SW215°,仰角2-10°,中间轴(N轴)近垂直。这导致台湾动力触角对闽东南沿海产生强烈的推挤作用。形成潜在震源区。历史上在漳州和金门海外曾发生过61/4至61/2级地震,但桥区内未有破坏性地震(Ms≥43/4级)发生,表明厦门-金门地区构造稳定性介于泉州与南澳岛海外Ms≥7.0级地震的不稳定区之间,为相对较稳定区,适宜建跨海大桥。从地形地貌、工程地质条件显示,桥场地区由花岗岩、变质岩形成的丘陵、红土台地和第四系海陆交互相沉积层所组成。依据场地不同特点与
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| 关 键 词： | 地壳动力状态 地震构造 构造稳定性 桥线比选 |
Study of the seismogeological stability and the choice of bridge line at the area of Xiamen-jingmen bridge |
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| WANG Hong-tao CHEN Zhen HUANG Zong-lin.Study of the seismogeological stability and the choice of bridge line at the area of Xiamen-jingmen bridge[J].Fujian Seismology,2003(4). |
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| Authors: | WANG Hong-tao CHEN Zhen HUANG Zong-lin |
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| Abstract: | The site of Xiamen-jingmen bridge which is near Taiwang strait locates in the rapture uplift coastal area of southeast Fujian and the southern part of seismic belt of Quanzhou-shantou, therefore its seismogeological structure environment is unique.
Base on the system study of the materials of geological structure research, geophysics exploration, observation of crustal deformation, geodynamics and engineering site feature in the past 30 years, the fault-block structure at this area uplift intermittent and its uplift velocity is 1-2. 3mm/a, the velocity of seismic energy release is 2. 737-7. 999107jouel/km2/a. The direction of the velocity vector of the modern crustal horizontal movement towards SEE, and its value is 9-13mm/a. It can be inferred from the solve of focal mechanism that the azimuth of main compression stress axis(P axis) is , and its elevation angle is , while the azimuth and elevation angle is and respectively of T axis, and the N axis is almost perpendicular, thus the coastal area of southeast Fujian is strongly compressed by the dynamic force from Taiwan, therefore potential hypocenter area is formed. The earthquake which magnitude is and happened in the sea area near Zhangzhou and Jinmen at one time in history, but there is no destructive earthquake happened in the site of bridge, indicating that the structure stability of the area of Xiamen-Jinmen is between Quanzbou and the instability see area near Nanao island where there was Ms7.0 earthquake happened, so it is a relative stable area and suitable to build great cross-over sea bridge. It can be inferred from the conditions of topography and engineering geology that the site of bridge is mainly formed by the granite, metamorphic rock hills, laterite platform and quaternary interactive marine-continental sedimentary deposit. |
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| Keywords: | state of crustal dynamic seismic structure stability of fault block choice of bridge line |
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