• ISSN 1673-5722
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海口市全新世活动海秀断裂存在性判断

刘华国 李峰 吴小江 贾启超 王志成 林镇 贾伟 张攀

刘华国,李峰,吴小江,贾启超,王志成,林镇,贾伟,张攀,2021. 海口市全新世活动海秀断裂存在性判断. 震灾防御技术,16(2):302−314. doi:10.11899/zzfy20210209. doi: 10.11899/zzfy20210209
引用本文: 刘华国,李峰,吴小江,贾启超,王志成,林镇,贾伟,张攀,2021. 海口市全新世活动海秀断裂存在性判断. 震灾防御技术,16(2):302−314. doi:10.11899/zzfy20210209. doi: 10.11899/zzfy20210209
Liu Huaguo, Li Feng, Wu Xiaojiang, Jia Qichao, Wang Zhicheng, Lin Zhen, Jia Wei, Zhang Pan. Does the Holocene Active Haixiu Fault Exist in the Centre of Haikou?[J]. Technology for Earthquake Disaster Prevention, 2021, 16(2): 302-314. doi: 10.11899/zzfy20210209
Citation: Liu Huaguo, Li Feng, Wu Xiaojiang, Jia Qichao, Wang Zhicheng, Lin Zhen, Jia Wei, Zhang Pan. Does the Holocene Active Haixiu Fault Exist in the Centre of Haikou?[J]. Technology for Earthquake Disaster Prevention, 2021, 16(2): 302-314. doi: 10.11899/zzfy20210209

海口市全新世活动海秀断裂存在性判断

doi: 10.11899/zzfy20210209
基金项目: 中国地震局城市活断层探测与地震危险性评价项目海秀断裂活动性鉴定(15406033402);长流-仙沟断裂活动性鉴定(1840616030202);澄迈县北部地区活动断层探测与地震危险性评价(2050616030205)共同资助
详细信息
    作者简介:

    刘华国,男,生于1982年。高级工程师。主要从事活动构造与工程地震、地震风险数据集成等方面的研究。E-mail:cedpclhg@163.com

    通讯作者:

    李峰,男,生于1972年。研究员。主要从事活动构造、工程地震、数据库等方面的研究。E-mail:13810098099@163.com

  • 2海南省地震局,2007. 海口市活断层探测与地震危险性评价工程报告. 海南省地震局内部报告。

Does the Holocene Active Haixiu Fault Exist in the Centre of Haikou?

  • 摘要: 海秀断裂近东西向展布于海口市中心,准确厘定其几何位置和最新活动特征对科学评价海口市地震危险性、地震构造和地球动力学具有重要科学意义。本文采用野外地质调查、微地貌测量、浅层人工地震勘探和钻孔联合剖面探测相结合的方法,针对前人确定的海口市中心城区全新世活动海秀断裂,分别在5个典型地点进行详细研究。首先,通过野外地质调查和微地貌测量,得到其中3个地点的地貌陡坎最大垂直落差为11~15 m;其次,跨地貌陡坎和海秀断裂实施了5条浅层人工地震勘探,结果显示,海秀断裂在地震剖面上反映微弱,断错特征不明显,推测断裂总体活动性较低。为验证该断裂的准确位置和最新活动特征,分别在海港路和人民公园开展了钻孔联合剖面探测,通过详细对比分析钻孔揭示的地层序列和地层年代,未发现因断裂活动导致的构造变形迹象,认为海秀断裂上新世以来在探测深度范围内不存在,海口市现有地貌陡坎应为海蚀阶地坎,可排除断裂陡坎的可能。原断裂沿线区域地震危险性被错误高估,经济建设和发展规划可不考虑该断裂的避让问题。
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  • 图  1  海秀断裂地质构造简图

    Figure  1.  Geological structure map of the Haixiu fault

    图  2  跨陡坎构造地貌测量结果

    Figure  2.  The survey result of tectonic landform across scarp

    图  3  浅层人工地震勘探线与钻孔位置平面图

    Figure  3.  Position diagram of the shallow seismic exploration lines and the drill holes

    图  4  永万路浅层人工地震勘探反射剖面图与地质解释图

    Figure  4.  Profile of the shallow artificial seismic and geological exploration on the Yongwan Road

    图  5  海港路浅层人工地震勘探反射剖面图与地质解释图

    Figure  5.  Profile of the shallow artificial seismic and geological exploration on the Haigang Road

    图  6  滨贸路浅层人工地震勘探反射剖面图与地质解释图

    Figure  6.  Profile of the shallow artificial seismic exploration on the Binmao Road

    图  7  人民公园浅层人工地震勘探反射剖面图与地质解释图

    Figure  7.  Profile of the shallow artificial seismic and geological exploration in the Renmin Park

    图  8  美舍河浅层人工地震勘探反射剖面图与地质解释图

    Figure  8.  Profile of the shallow artificial seismic and geological exploration along the Meishe River

    图  9  海港路钻孔联合剖面

    Figure  9.  Joint section of the drill holes at Haigang Road using hglzk1 to hglzk6

    图  10  人民公园钻孔联合剖面

    Figure  10.  Joint section of the drill holes at Renmin park using zk1 to zk6

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  • 收稿日期:  2021-02-26
  • 刊出日期:  2021-06-30

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