Meso-mechanical anisotropy and fracture evolution of reef limestones from the Maldives Islands and the South China Sea

IF 9.4 1区 工程技术 Q1 ENGINEERING, GEOLOGICAL
Lihui Li , Chenglong Li , Beixiu Huang , Jianguang Li , Shouding Li , Xiao Li
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Abstract

Reef limestone is a biogenic sedimentary rock widely distributed in coral reef areas, acting as an important foundation for coast construction. Due to its special biogenic origin, reef limestone is different from conventional rocks both in terms of rock structure and mechanical properties. In this study, mesoscale uniaxial compression experiments with five different loading directions were conducted on two kinds of reef limestones from the Maldives Islands and the South China Sea, respectively. The real-time high-resolution videos and images of failure processes were recorded simultaneously to investigate the fracture evolution and fracture surface roughness of reef limestones. It demonstrated that the reef limestones belonged to extremely soft to soft rocks, and their uniaxial compressive strength (UCS) values fluctuated with high discreteness. The mesoscale mechanical properties of reef limestones were highly anisotropic and mainly controlled by pore structure. The occurrence of dissolution pores in reef limestone tended to intensify mechanical anisotropy. With the integration of the fracture initiation and propagation features of reef limestones, it is supposed that the intrinsic mechanism of anisotropy was probably attributed to the differences in coral growth direction and dissolution. Furthermore, the quantified fracture surface roughness was revealed to have a good consistency with density and UCS for the reef limestones from the South China Sea. The findings are helpful for providing theoretical and experimental references for engineering construction in coral reef areas.

马尔代夫群岛和南海礁灰岩的中尺度力学各向异性和断裂演化
礁灰岩是广泛分布于珊瑚礁地区的一种生物成因沉积岩,是海岸建设的重要基础。礁灰岩由于其特殊的生物成因,在岩石结构和力学性质上都不同于常规岩石。本文分别对来自马尔代夫群岛和南海的两种礁灰岩进行了5种不同加载方向的中尺度单轴压缩试验。同时记录礁灰岩破裂过程的实时高分辨率视频和图像,研究礁灰岩的破裂演化和破裂面粗糙度。表明礁灰岩属于极软—软质岩石,其单轴抗压强度(UCS)值波动具有较高的离散性。礁灰岩的中尺度力学性质具有高度的各向异性,主要受孔隙结构的控制。礁灰岩中溶蚀孔的出现有加剧力学各向异性的趋势。综合礁灰岩的裂缝起裂和扩展特征,推测各向异性的内在机制可能是珊瑚生长方向和溶蚀作用的差异。此外,定量裂缝表面粗糙度与南海礁灰岩的密度和UCS具有较好的一致性。研究结果有助于为珊瑚礁地区的工程建设提供理论和实验参考。
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来源期刊
Journal of Rock Mechanics and Geotechnical Engineering
Journal of Rock Mechanics and Geotechnical Engineering Earth and Planetary Sciences-Geotechnical Engineering and Engineering Geology
CiteScore
11.60
自引率
6.80%
发文量
227
审稿时长
48 days
期刊介绍: The Journal of Rock Mechanics and Geotechnical Engineering (JRMGE), overseen by the Institute of Rock and Soil Mechanics, Chinese Academy of Sciences, is dedicated to the latest advancements in rock mechanics and geotechnical engineering. It serves as a platform for global scholars to stay updated on developments in various related fields including soil mechanics, foundation engineering, civil engineering, mining engineering, hydraulic engineering, petroleum engineering, and engineering geology. With a focus on fostering international academic exchange, JRMGE acts as a conduit between theoretical advancements and practical applications. Topics covered include new theories, technologies, methods, experiences, in-situ and laboratory tests, developments, case studies, and timely reviews within the realm of rock mechanics and geotechnical engineering.
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