热带海洋学报 ›› 2017, Vol. 36 ›› Issue (2): 33-39.doi: 10.11978/2016071CSTR: 32234.14.2016071

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单轴抗压强度揭示南海珊瑚骨骼结构的差异*

金昱昕1,2(), 陈天然1(), 孟庆山3, 胡敏航1   

  1. 1. 中国科学院边缘海地质重点实验室, 中国科学院南海海洋研究所, 广东 广州 510301
    2. 华南理工大学土木与交通学院, 广东 广州 510640
    3. 中国科学院武汉岩土力学研究所, 湖北 武汉 430071
  • 收稿日期:2016-07-27 修回日期:2016-09-26 出版日期:2017-03-20 发布日期:2017-04-06
  • 作者简介:

    作者简介:金昱昕(1994—), 女, 华南理工大学海洋工程专业本科生。本文是作者在中国科学院南海海洋研究所边缘海地质重点实验室的科研实习期间完成的工作。E-mail: 243858246@qq.com

  • 基金资助:
    国家重点基础研究发展计划(2013CB956104);国家自然科学基金项目(41476038、41330642、41372316、41676049);中国科学院青年创新促进会项目(2015284)

Difference of coral skeletal structure revealed by compressive strength measurements

Yuxin JIN1,2(), Tianran CHEN1(), Qingshan MENG3, Minhang HU1   

  1. 1. Key laboratory of Marginal Sea Geology, South China Sea Institute of Oceanology, Chinese Academy of Sciences, Guangzhou 510301, China
    2. South China University of Technology, Marine Engineering, Guangzhou 510640, China
    3. Institute of Rock and Soil Mechanics, Chinese Academy of Sciences, Wuhan 430071, China
  • Received:2016-07-27 Revised:2016-09-26 Online:2017-03-20 Published:2017-04-06
  • Supported by:
    National Basic Research Program of China (2013CB956104);National Natural Science Foundation of China (41476038, 41330642, 41372316 and 41676049);CAS Youth Innovation Promotion Association (2015284)

摘要:

通过单轴抗压强度测试法, 测量南海北部涠洲岛和南部南沙群岛美济礁块状珊瑚骨骼的抗压强度, 将工程力学和珊瑚礁地质生态学相结合, 用定量的数据揭示南海南、北部珊瑚骨骼结构的差异性。结果表明, 美济礁珊瑚的单轴抗压强度近3倍于涠洲岛样品, 显示涠洲岛珊瑚的承载能力相对较弱。南沙群岛海域珊瑚样品的力学性质呈弹性曲线规则变化, 而涠洲岛珊瑚的抗压强度时间曲线呈现不规则变化, 有不断压密、调整、再压密的过程。通过对破坏后样品的观察, 涠洲岛样品的破坏并没有发生在沿生长轴线的方向, 而是在孔洞和骨骼密度小的部位。生物侵蚀加重、孔洞增多导致涠洲岛珊瑚骨骼结构的改变, 进一步导致了珊瑚不仅抗压强度差、承载力下降, 而且力学性质紊乱。该研究工作用定量的数据论证了海水污染对珊瑚骨骼结构改变的影响, 建议开展岛礁工程、生态修复等工作之前的首要任务是保护水质、控制排放、有效治理海水污染。

关键词: 单轴抗压强度, 珊瑚, 骨骼结构, 生物侵蚀, 南海

Abstract:

In this study, we measured compressive strength in coral samples from Weizhou Island, northern South China Sea, and the Meiji Reef, the Nansha Islands, southern South China Sea, using uniaxial compressive strength experiments. Differences in coral skeletal structure were revealed using these data, coral reef geological and ecological methods, and the engineering mechanics. The results showed that the uniaxial compressive strength of Meiji corals is approximately three times higher than that of Weizhou corals, indicating that Weizhou corals’ carrying capacity is relatively low. The mechanical properties of Nansha corals showed a character of elastic curve, with a short stage of yield and good ductility. On the contrary, the compressive strength of Weizhou corals has an irregular changing elastic curve character, with multiple compression processes. Based on the observations on the broken samples after compressive experiments, Weizhou samples were not broken on the growth direction of the axis, but in the area of small holes and low density. Increased bioerosion caused changes in the structure of Weizhou coral skeletons, and subsequently poor compressive strength, low bearing capacity, and chaotic mechanical properties. This work demonstrates the effect of water pollution on coral skeletal structure. We suggest that priority should be given to seawater quality protection and control before reef project and coral ecological restoration.

Key words: compressive strength, coral, skeletal structure, bioerosion, South China Sea

中图分类号: 

  • P736