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Development of multi-functional anchorage support dynamic-static coupling performance test system and its application

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In underground engineering with complex conditions,the bolt(cable)anchorage support system is in an environment where static and dynamic stresses coexist,under the action of geological conditions such as high stresses and strong disturbances and construction conditions such as the application of high pre-stress.It is essential to study the support components performance under dynamic-static coupling con-ditions.Based on this,a multi-functional anchorage support dynamic-static coupling performance test system(MAC system)is developed,which can achieve 7 types of testing functions,including single com-ponent performance,anchored net performance,anchored rock performance and so on.The bolt and cable mechanical tests are conducted by MAC system under different prestress levels.The results showed that compared to the non-prestress condition,the impact resistance performance of prestressed bolts(cables)is significantly reduced.In the prestress range of 50-160 kN,the maximum reduction rate of impact energy resisted by different types of bolts is 53.9％-61.5％compared to non-prestress condition.In the prestress range of 150-300 kN,the impact energy resisted by high-strength cable is reduced by 76.8％-84.6％compared to non-prestress condition.The MAC system achieves dynamic-static coupling performance test,which provide an effective means for the design of anchorage support system.

Anchorage support systemDevelopment of test systemDynamic-static coupling testCombined stress

Qi Wang、Shuo Xu、Bei Jiang、Chong Zhang、Zhe Sun、Jingxuan Liu、Cailin Jiao

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State Key Laboratory for Tunnel Engineering,China University of Mining & Technology-Beijing,Beijing 100083,China

Research Center of Geotechnical and Structural Engineering,Shandong University,Jinan 250061,China

国家自然科学基金国家自然科学基金国家自然科学基金国家自然科学基金国家自然科学基金山东省自然科学基金China University of Mining and Technology(Beijing)Top Innovative Talent Cultivation Fund for Doctoral Students

5192780752074164422771744207726742177130ZR2020JQ23BBJ2023048

2024

10.1016/j.ijmst.2024.02.005

矿业科学技术学报(英文版)
中国矿业大学

矿业科学技术学报(英文版)

CSTPCDEI
影响因子：1.222
ISSN：2095-2686
年,卷(期)：2024.34(3)
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