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Durability Assessment of Glass FRP Solid and Hollow Bars (Rock Bolts) for Application in Ground Control of Jurong Rock Caverns in Singapore

机译:玻璃FRP实心和空心酒吧(岩栓)在新加坡裕廊岩溶洞地面控制中的耐久性评估

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This study was conducted to investigate the durability of two types of vinyl-ester/glass fiber-reinforced polymer (GFRP) rock bolts [solid and hollow (tubular) GFRP bars] that were subsequently used for ground control of the Jurong rock caverns in Singapore. The testing program aimed to assess the long-term durability characteristics of unstressed hollow and solid GFRP rock bolts subjected to a saline solution (simulating the subsea cavern water of the Jurong rock caverns in Singapore) and predicting their long-term tensile strength in such environments. The study simulated rather aggressive conditions by immersing the hollow and solid GFRP bars (rock bolts) in the solution at different elevated temperatures (20, 40, and 50 degrees C) in climate chambers for different exposure times of 1,000, 3,000, and 5,000 h. Arrhenius plots were applied to the test results, extrapolating the project's life to 50 years at a mean annual temperature (MAT) of 32 degrees C. The predicted tensile strength at a MAT of 32 degrees C is 96.8 and 97.3% for a service life of 50 years for solid and hollow GFRP bars, respectively. Based on the obtained results, the tested GFRP rock bolts were recommended as alternatives to stainless-steel rock bolts and successfully used as ground control in the Jurong rock caverns in Singapore. (C) 2016 American Society of Civil Engineers.
机译:进行这项研究的目的是研究两种乙烯基酯/玻璃纤维增​​强聚合物(GFRP)锚杆(实心和空心(管状)GFRP筋)的耐久性,这些锚杆随后用于新加坡裕廊岩洞的地面控制。该测试程序旨在评估在盐溶液中(模拟新加坡裕廊岩洞的海底洞穴水)的无应力空心和实心GFRP岩栓的长期耐久性特征,并预测在这种环境下的长期抗拉强度。该研究通过将空心和实心的GFRP条(岩石螺栓)浸入气候室中不同温度(20、40和50摄氏度)的溶液中,暴露时间分别为1,000、3,000和5,000小时,从而模拟了相当恶劣的条件。将Arrhenius曲线应用于测试结果,将项目的寿命推算为平均温度(MAT)为32摄氏度的50年。在MAT的使用寿命为32摄氏度时,预测的抗拉强度为96.8和97.3%实心和空心GFRP筋分别为50年。根据获得的结果,推荐使用经过测试的GFRP岩栓作为不锈钢岩栓的替代品,并成功地用于新加坡裕廊岩洞的地面控制。 (C)2016年美国土木工程师学会。

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