考虑颗粒破碎的高速铁路路基粗粒填料循环致密化本构模型

Yangsheng Ye, Degou Cai, L. Geng, Hongye Yan, J. Yao, Feng Chen
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摘要

目的建立高速铁路路基粗粒填料循环压实的半经验半理论本构模型。根据临界状态土力学的基本框架,针对高铁路基粗粒土填料长时间反复承受列车振动载荷的特点,推导了颗粒破碎与塑性功的双曲型经验关系。考虑循环振动时间和应力比的影响,提出了高铁路基粗粒填料在循环荷载作用下的颗粒破碎修正函数。根据经典塑性力学理论,对高铁路基粗粒填料考虑颗粒破碎的剪切膨胀方程进行修正,得到了高铁路基粗粒填料考虑颗粒破碎的剪切膨胀方程。建立了循环荷载作用下高铁路基粗粒土填料的半经验半理论循环压实本构模型。采用后向欧拉法对本构方程进行离散化,建立了“弹性预测+塑性修正”的数值算法,并二次开发了求解循环压实模型的程序。结果通过与高铁路基粗粒土填料循环荷载下室内三轴试验结果对比,验证了循环压实模型的准确性和适用性。结果表明,该模型能较准确地预测高铁路基粗粒土填料在长时间反复列车振动荷载作用下的累积变形特性。考虑颗粒破碎和应力比的影响,可用于计算和分析高铁路基结构的应力和变形演化规律。该研究为循环荷载作用下铁路变形的计算提供了一种简单实用的方法。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
A constitutive model for cyclic densification of coarse-grained soil filler for the high-speed railway subgrade considering particle breakage
PurposeThis study aims to propose a semiempirical and semitheoretical cyclic compaction constitutive model of coarse-grained soil filler for the high-speed railway (HSR) subgrade under cyclic load.Design/methodology/approachAccording to the basic framework of critical state soil mechanics and in view of the characteristics of the coarse-grained soil filler for the HSR subgrade to bear the train vibration load repeatedly for a long time, the hyperbolic empirical relationship between particle breakage and plastic work was derived. Considering the influence of cyclic vibration time and stress ratio, the particle breakage correction function of coarse-grained soil filler for the HSR subgrade under cyclic load was proposed. According to the classical theory of plastic mechanics, the shearing dilatation equation of the coarse-grained soil filler for the HSR subgrade considering particle breakage was modified and obtained. A semiempirical and semitheoretical cyclic compaction constitutive model of coarse-grained soil filler for the HSR subgrade under cyclic load was further established. The backward Euler method was used to discretize the constitutive equation, build a numerical algorithm of “elastic prediction and plastic modification” and make a secondary development of the program to solve the cyclic compaction model.FindingsThrough the comparison with the result of laboratory triaxial test under the cyclic loading of coarse-grained soil filler for the HSR subgrade, the accuracy and applicability of the cyclic compaction model were verified. Results show that the model can accurately predict the cumulative deformation characteristics of coarse-grained soil filler for the HSR subgrade under the train vibration loading repeatedly for a long time. It considers the effects of particle breakage and stress ratio, which can be used to calculate and analyze the stress and deformation evolution law of the subgrade structure for HSR.Originality/valueThe research can provide a simple and practical method for calculating deformation of railway under cyclic loading.
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