首页|湿热环境下双块式无砟轨道层间界面性能劣化试验研究

湿热环境下双块式无砟轨道层间界面性能劣化试验研究

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双块式无砟轨道结构受力的薄弱环节为道床板和支撑层之间的界面,其在运营期间不可避免会受到湿热环境的劣化作用.准确评估层间界面的劣化规律,对保障双块式无砟轨道的安全运营以及优化结构设计具有重要意义.采用加速试验研究不同湿热环境下双块式无砟轨道复合试件层间界面的性能劣化情况,重点分析了劣化时间与温度对复合试件的劈裂抗拉强度、剪切强度和层间界面劣化深度的影响规律.研究结果表明:双块式无砟轨道复合试件层间界面的劣化深度与劣化时间的平方根成正比关系;温度越高,双块式无砟轨道复合试件层间界面的劣化速率越快;双块式无砟轨道复合试件的劣化时间越长,其劈裂抗拉强度和剪切强度均越小;温度升高会加剧双块式无砟轨道复合试件劈裂抗拉强度和剪切强度的衰减,且温度对劈裂抗拉强度和剪切强度的劣化作用随着劣化时间的增加而增强;双块式无砟轨道复合试件的相对强度与层间界面劣化深度满足线性递减关系.
Experimental Study on Deterioration of Interlayer Interface of Double-block Ballastless Track in Hygrothermal Environment
The interlayer interface between the track slab and supporting layer is a weak component of double-block ballastless track,which is inevitably deteriorated by hygrothermal environmental during the operation.Accurate e-valuation of the degradation of interlayer interfaces is of great significance to ensure the safe operation and optimize the structure design of double-block ballastless track.The performance deterioration of composite specimen of dou-ble-block ballastless track under different hygrothermal environments was studied by accelerated testing.The influ-ences of deterioration time and temperature on the splitting tensile strength,shear strength,and interlayer interface deterioration depth of the composite specimens were analyzed in detail.The results indicate that the deterioration depth of interlayer interface of double-block ballastless track is directly proportional to the square root of the deteri-oration time;The higher the temperature,the greater the deterioration rate;The longer the deterioration time,the lower both the splitting tensile strength and shear strength;Moreover,temperature would exacerbate the decrease in strength of composite specimens,and the deterioration effect of temperature on strength is more significant for a longer deterioration time;The relative strength of composite specimen of double-block ballastless track exhibits a linearly decreasing relationship with the deterioration depth of interlayer interface.

double-block ballastless trackinterlayer interfacehygrothermal environmentdeterioration ruleme-chanical property

罗宇晨、刘宇航、梁思明

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中山大学土木工程学院,广东珠海 519082

双块式无砟轨道 层间界面 湿热环境 劣化规律 力学性能

2024

市政技术
中国市政工程协会 北京市政路桥股份有限公司 北京市政建设集团有限责任公司 北京市市政工程研究院

市政技术

影响因子:0.385
ISSN:1009-7767
年,卷(期):2024.42(10)