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

被引:0
|
作者
Meng Qing-shan [1 ]
Fan Chao [1 ,2 ]
Zeng Wei-xing [1 ,3 ]
Yu Ke-fu [4 ]
机构
[1] Chinese Acad Sci, Inst Rock & Soil Mech, State Key Lab Geomech & Geotech Engn, Wuhan 430071, Hubei, Peoples R China
[2] Guangxi Univ, Coll Civil Engn & Architecture, Nanning 530004, Guangxi, Peoples R China
[3] Guilin Univ Technol, Coll Civil Engn & Architecture, Guilin 541006, Guangxi, Peoples R China
[4] Guangxi Univ, Sch Marine Sci, Nanning 530004, Guangxi, Peoples R China
基金
中国国家自然科学基金;
关键词
coral-reef limestone; rock dynamics; split Hopkinson pressure bar (SHPB); strain rate; dynamic compressive strength; energy density; ROCK; STRENGTH; FRACTURE;
D O I
10.16285/j.rsm.2017.1271
中图分类号
P5 [地质学];
学科分类号
0709 ; 081803 ;
摘要
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.
引用
收藏
页码:183 / 190
页数:8
相关论文
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