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珊瑚礁灰岩抗侵彻性能试验研究OA

Experimental study on anti-penetration performance of coral reef limestone

中文摘要英文摘要

[目的]珊瑚礁灰岩的抗侵彻性能对于岛礁地下工程建设和提高岛礁防护能力具有重要意义.[方法]为快速评价礁灰岩的抗侵彻性能以及建立珊瑚礁灰岩侵深计算公式,以南海某岛礁砂砾屑结构礁灰岩为研究对象,采用自主研发的高速冲击侵彻试验系统开展了 500~1 100 m/s速度范围的小质量弧形尖头动能弹侵彻试验.探究了弹体和珊瑚礁灰岩靶体在不同侵彻速度下的破坏特征,分析了孔隙结构特征对侵彻深度、侵彻隧道区的影响.基于试验结果建立了侵深计算模型,并讨论了弹体尺寸效应对侵彻深度的影响规律.[结果]结果表明,随着着靶速度不断提升,弹体磨蚀程度和弹头钝化程度显著增加,着靶速度为1 038.96 m/s的质量损失率达到7.2%.在试验侵彻速度范围内,弹体和靶体近似处于刚性侵彻状态,弹体着靶速度越高,弹坑体积越大.礁灰岩靶体内不规则孔隙分布导致弹体偏转、隧道区弯曲,造成侵彻深度下降,且隧道区轨道偏转随着侵彻速度的提高而有所减弱.基于珊瑚礁灰岩侵深试验数据,采用量纲分析法和Levenberg-Marquardt算法拟合得到珊瑚礁灰岩的侵深计算经验公式.[结论]珊瑚礁灰岩侵深计算公式可以指导防护层厚度和洞室埋深设计,为岛礁工程安全保障提供理论参考.

[Objective]The anti-penetration performance of coral reef limestone is of great significance for underground engineering construction and defensive capacity enhancement on islands and reefs.[Methods]To rapidly evaluate the anti-penetration performance of coral reef limestone and establish a penetration depth calculation formula,coral reef limestone with a sandstone-gravel structure from a specific island reef in the South China Sea was used as the research object.The penetration tests with small-mass arc-shaped pointed kinetic energy projectiles within the velocity range of 500~1 100 m/s were conducted using a self-developed high-velocity impact penetration test system.The failure characteristics of the projectiles and the coral reef limestone targets at different penetration velocities were investigated,and the influence of pore structure characteristics on penetration depth and the tunnel zone was analyzed.A penetration depth calculation model was established based on the test result,and the influence of the projectile size effect on penetration depth was discussed.[Results]The results showed that with increasing impact velocity,the degree of projectile abrasion and nose bluntness significantly increased,and a mass loss rate of 7.2%was observed at an impact velocity of 1 038.96 m/s.Within the tested penetration velocity range,the projectile and target were approximately in a rigid-body penetration state,and higher impact velocities resulted in larger crater volumes.The irregular pore distribution within the coral reef limestone targets caused projectile deflection and tunnel zone bending,Resulting in a reduction in penetration depth.Furthermore,the trajectory deflection in the tunnel zone weakened with increasing penetration velocity.Based on the penetration test data of coral reef limestone,an empirical formula for calculating penetration depth was obtained using dimensional analysis and the Levenberg-Marquardt algorithm fitting.[Conclusion]The penetration depth calculation formula for coral reef limestone can guide the design of protective layer thickness and chamber burial depth,providing theoretical references for ensuring the safety of island and reef engineering.

王建平;马林建;耿汉生;段力群;马彬;司腾;刘杰

海军研究院,北京 102202陆军工程大学 爆炸冲击防灾减灾全国重点实验室,江苏南京 210007陆军工程大学 爆炸冲击防灾减灾全国重点实验室,江苏南京 210007陆军工程大学 爆炸冲击防灾减灾全国重点实验室,江苏南京 210007海军研究院,北京 102202海军研究院,北京 102202三峡大学 三峡库区地质灾害教育部重点实验室,湖北宜昌 443002

建筑与水利

珊瑚礁灰岩侵彻模型试验侵深计算公式尺寸效应力学性能南海岛礁弹体磨蚀

coral reef limestonepenetrationmodel testpenetration depth formulasize effectmechanical propertiesSouth China Sea islands and reefsprojectile erosion

《水利水电技术(中英文)》 2026 (5)

248-258,11

国家自然科学基金项目(52371299)国家自然科学基金优秀青年基金项目(52222110)

10.13928/j.cnki.wrahe.2026.05.019

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