段志刚, 杨佳, 马彬, 黄瀚, 周忠鸣. 2020: 中国南沙某岛礁深层礁灰岩物理力学特性. 工程地质学报, 28(S1): 70-76. DOI: 10.13544/j.cnki.jeg.2020-504
    引用本文: 段志刚, 杨佳, 马彬, 黄瀚, 周忠鸣. 2020: 中国南沙某岛礁深层礁灰岩物理力学特性. 工程地质学报, 28(S1): 70-76. DOI: 10.13544/j.cnki.jeg.2020-504
    DUAN Zhigang, YANG Jia, MA Bin, HUANG Han, ZHOU Zhongming. 2020: PHYSICAL AND MECHANICAL PROPERTIES OF DEEP REEF LIMESTONE IN NANSHA, CHINA. JOURNAL OF ENGINEERING GEOLOGY, 28(S1): 70-76. DOI: 10.13544/j.cnki.jeg.2020-504
    Citation: DUAN Zhigang, YANG Jia, MA Bin, HUANG Han, ZHOU Zhongming. 2020: PHYSICAL AND MECHANICAL PROPERTIES OF DEEP REEF LIMESTONE IN NANSHA, CHINA. JOURNAL OF ENGINEERING GEOLOGY, 28(S1): 70-76. DOI: 10.13544/j.cnki.jeg.2020-504

    中国南沙某岛礁深层礁灰岩物理力学特性

    PHYSICAL AND MECHANICAL PROPERTIES OF DEEP REEF LIMESTONE IN NANSHA, CHINA

    • 摘要: 随着南沙海域岛礁吹填工程的实践,礁灰岩的物理力学特性也逐渐成为工程地质领域的研究热点。从南沙某岛礁深度为300 m的钻孔中获取礁灰岩岩芯,分别通过纵横波测试,单轴及三轴压缩试验和礁灰岩流变试验。得到:深层礁灰岩岩样的礁灰岩岩石横波速度与纵波速度关系为Vs=0.4447Vp+409.94;礁灰岩破坏后仍然具有较大的承载能力,并且礁灰岩的破裂呈碎条状,沿着生长软弱面破裂,礁灰岩由于溶洞和软弱面的强度随机性致使其强度也表现很强的随机性;礁灰岩加速蠕变的发生的应力阀值约为5~6 MPa,当加载水平达到5~6 MPa时才有加速蠕变的过程。试验结论为南海岛礁工程建设提供依据,也为珊瑚礁工程地质力学特性的深入研究提供参考资料。

       

      Abstract: With the practice of island and reef reclamation projects in the Nansha waters, the research on the physical and mechanical properties of reef limestone has gradually become a research focus in the field of engineering geology. A reef limestone core was obtained from a borehole with a depth of 300 meters on an island and reef in Nansha, and passed the vertical and horizontal wave tests, uniaxial and triaxial compression tests, and reef limestone rheological tests. The following conclusions are obtained:the relationship between the shear wave velocity and the longitudinal wave velocity of the deep reef limestone rock sample is Vs=0.4447Vp+409.94; the reef limestone still has a large bearing capacity after being destroyed, and the reef limestone fractures in a broken strip shape, Breaks along the growth weak surface, the strength of the reef limestone is also very random due to the strength randomness of the cave and the weak surface; the stress threshold for the accelerated creep of the reef limestone is about 5-6 MPa, when the loading level reaches 5-6 MPa the process of accelerated creep occur. The test conclusions provide a basis for the construction of the South China Sea Reef Project, and also provide reference materials for the in-depth study of the engineering geomechanical properties of coral reefs.

       

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