岩土力学 ›› 2019, Vol. 40 ›› Issue (1): 183-190.doi: 10.16285/j.rsm.2017.1271

• 基础理论与实验研究 • 上一篇    下一篇

南沙群岛珊瑚礁灰岩的动态力学性能试验

孟庆山1,范 超1, 2,曾卫星1, 3,余克服4   

  1. 1. 中国科学院武汉岩土力学研究所 岩土力学与工程国家重点实验室,湖北 武汉 430071;2. 广西大学 土木建筑工程学院,广西 南宁 530004; 3. 桂林理工大学 土木与建筑工程学院,广西 桂林 541006;4. 广西大学 海洋学院,广西 南宁 530004
  • 收稿日期:2017-06-21 出版日期:2019-01-11 发布日期:2019-01-30
  • 作者简介:孟庆山,男,1974年生,博士,研究员,博士生导师,主要从事珊瑚岛礁工程地质和力学特性方面的研究工作。
  • 基金资助:
    国家自然科学基金项目(No. 41877267,No. 41330642,No. 41472287);中国科学院战略性先导科技专项(A类)(No. XDA13010200)。

Tests on dynamic properties of coral-reef limestone in South China Sea

MENG Qing-shan1, FAN Chao1, 2, ZENG Wei-xing1, 3, YU Ke-fu4   

  1. 1. State Key Laboratory of Geomechanics and Geotechnical Engineering, Institute of Rock and Soil Mechanics, Chinese Academy of Sciences, Wuhan, Hubei 430071, China;2. College of Civil Engineering and Architecture, Guangxi University, Nanning, Guangxi 530004, China; 3. College of Civil Engineering and Architecture, Guilin University of Technology, Guilin, Guangxi 541006, China; 4. School of Marine Sciences, Guangxi University, Nanning, Guangxi 530004, China
  • Received:2017-06-21 Online:2019-01-11 Published:2019-01-30
  • Supported by:
    This work was supported by the National Natural Science Foundation of China (41877267, 41330642, 41472287) and the Strategic Pilot Science and Technology Special Foundation of Chinese Academy of Sciences (XDA13010200).

摘要: 生物成因的珊瑚礁灰岩明显有别于传统意义的地质岩体,通过对礁灰岩进行霍普金森压杆(SHPB)冲击试验,研究南海珊瑚礁灰岩的动力破碎形态和动态力学性能。研究表明:垂向沉积演化发育的强度高且致密的礁灰岩,具有较高的弹性波速和单轴抗压强度;单轴冲击荷载下礁灰岩主要发生沿轴向的张拉破坏,且主要发生在生物组分、珊瑚砾块与珊瑚藻的胶结面等薄弱部位;生物成因的礁灰岩的动态应力-应变模型与一般岩石不同,存在较明显的压密阶段,礁灰岩的动态抗压强度对应变率表现出更强的敏感性;礁灰岩的能耗密度、入射能和动态抗压强度呈线性关系,与应变率呈乘幂函数关系。珊瑚礁灰岩的动态力学性能对岛礁工程实践中的爆破开挖、冲击破碎和防震抗爆设计有重要的指导意义。

关键词: 礁灰岩, 岩石动力学, 霍普金森压杆(SHPB), 应变率, 动态抗压强度, 能耗密度

Abstract: Biogenic coral-reef limestone is distinct from the traditional geological rock. In this study, Hopkinson pressure bar tests on coral-reef limestone are conducted to investigate the dynamic fracture morphology and dynamic properties of coral-reef limestones of the South China Sea. Research results show that the high-strength and dense coral-reef limestone with vertical sedimentary evolution has high elastic wave velocity and uniaxial compressive strength; the tensile failure of coral-reef limestone mainly occurs along axis under uniaxial impact loading, and mainly in the weak parts such as the cementation surfaces between the bio-component, coral gravel and coral algae; the dynamic stress-strain model of reef limestone has obvious compaction stage, which is different from normal rock; the dynamic compressive strength of coral-reef limestone is more sensitive to the strain rate than that of normal rock;the energy density of the coral-reef limestone is linearly related to the incident energy and the dynamic compressive strength, and it shows a power function relationship with the strain rate. The dynamic mechanical properties of coral-reef limestone has an important guiding significance for the reef engineering practices such as blasting excavation, impact crushing, earthquake proof and antiknock design.

Key words: coral-reef limestone, rock dynamics, split Hopkinson pressure bar (SHPB), strain rate, dynamic compressive strength, energy density

中图分类号: 

  • TU 411
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