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毕研栋, 郭桢, 卢劲锴, 王清, 陈慧娥, 黄雨. 南海西沙典型珊瑚砂岛礁场地地震响应模拟与监测研究[J]. 岩土工程学报, 2024, 46(8): 1723-1731. DOI: 10.11779/CJGE20230562
引用本文: 毕研栋, 郭桢, 卢劲锴, 王清, 陈慧娥, 黄雨. 南海西沙典型珊瑚砂岛礁场地地震响应模拟与监测研究[J]. 岩土工程学报, 2024, 46(8): 1723-1731. DOI: 10.11779/CJGE20230562
BI Yandong, GUO Zhen, LU Jinkai, WANG Qing, CHEN Hui'e, HUANG Yu. Numerical modeling and monitoring of the seismic response of coral reef island in Xisha Islands, South China Sea[J]. Chinese Journal of Geotechnical Engineering, 2024, 46(8): 1723-1731. DOI: 10.11779/CJGE20230562
Citation: BI Yandong, GUO Zhen, LU Jinkai, WANG Qing, CHEN Hui'e, HUANG Yu. Numerical modeling and monitoring of the seismic response of coral reef island in Xisha Islands, South China Sea[J]. Chinese Journal of Geotechnical Engineering, 2024, 46(8): 1723-1731. DOI: 10.11779/CJGE20230562

南海西沙典型珊瑚砂岛礁场地地震响应模拟与监测研究

Numerical modeling and monitoring of the seismic response of coral reef island in Xisha Islands, South China Sea

  • 摘要: 南海珊瑚砂岛礁场地的非线性地震响应分析对中国南海岛礁建设的地震安全保障具有重要现实意义。以南海西沙某典型珊瑚砂岛礁为研究对象,建立了考虑该岛礁场地地形地貌特征及非饱和带水文地质特征的岛礁场地地震响应分析二维有限元数值模型。基于南海岛礁现场监测地震数据验证了模型的有效性,数值分析了不同输入地震信号的岛礁场地非线性地震响应规律。结果表明:①受岛礁岩盆效应影响,岛礁边缘处的PGA放大效应较为显著;沿高程方向,受地层岩性变化及地下水饱和度的影响,PGA放大因子曲线表现出明显的界面转折特征,并且松散珊瑚砂层的PGA放大效应较基岩更为显著;②岛礁场地加速度反应谱的卓越周期与输入地震动基本吻合,但岛礁场地的地表地震动显著持时与输入地震动相比均有不同幅度的延长;③全饱和与否对PGA放大因子和Arias强度有一定影响,但对PSA反应谱影响较小。研究成果可为南海西沙类似珊瑚砂岛礁场地的地震安全研究及场地抗震提供参考。

     

    Abstract: The seismic response analysis of the coral islands in South China Sea is of practical significance for the seismic safety of the islands. A two-dimensional FEM model is established for a typical coral island in Xisha Islands considering the unsaturated zone caused by the fluctuation of daily tides. The accuracy of the model is then verified based on the seismic event records captured by the seismometers installed on the coral island. Then the nonlinear seismic response of the coral island with different earthquake signal inputs is explored. The major conclusions are drawn as follows: (1) The PGA amplification is more significant at the edge of the island because of the bowl-shaped interface between the coral sands and reef limestone, decreases from the surface of the island (loose coral sand layer) with depth and bends at the lithological and the unsaturated-saturated interfaces. (2) The resonance periods of the acceleration response spectra coincide with those of the input ground motion. However, the surface ground motion durations are significantly enlarged as compared to those of bedrock. (3) The saturation degree impacts the PGA amplification factor and the Arias intensity, but has less effects on the PSA. The findings provide significant guide to the seismic stability evaluation and seismic design of the coral sand sites in Xisha Islands.

     

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