Current situations, advantages/disadvantages and future developments of resilient deformation characterizations of unbound granular material: A state-of-the-art review

IF 7.4 2区 工程技术 Q1 ENGINEERING, CIVIL
Shaohui Li , Peiwen Hao
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Abstract

A state-of-the-art review was delivered in the manuscript to analyze the current situations and the advantages/disadvantages of resilient deformation related issues to the unbound granular material (UGM), including testing methods, influencing factors and constitutive models, through which the bottlenecks in UGM resilient deformation characterizations were located and new theories and future research recommendations were proposed. Compared with other testing methods, the hollow cylinder test and true triaxial test are the only two to determine the anisotropic moduli of the UGM. Although significant advantages are observed in more advanced test apparatus such as true triaxial test, further improvements should be made, such as more advanced process identification control algorithm, to more conveniently control the nine independent hydraulic system and accurately measure UGM anisotropic properties. Confusions and conflicts in understanding the influencing factors to UGM resilient modulus were located, such as the stress history, the residual stress, the dry density, the gradation/fine content and the freeze-thaw cycle, based on which future research could be conducted. Through reviewing evolutions of the UGM constitutive models and comparing their representativeness and complexity comprehensively, major drawbacks were discovered and a new theory was proposed afterward to modify the UGM constitutive model, although further validations are still needed.

Abstract Image

无粘结颗粒材料弹性变形表征的现状、优缺点和未来发展:最新进展综述
本文从测试方法、影响因素、本构模型等方面分析了非粘结颗粒材料(unbound granular material, UGM)弹性变形相关问题的研究现状和优缺点,找出了UGM弹性变形表征的瓶颈,提出了新的理论和未来的研究建议。与其他测试方法相比,确定UGM各向异性模量的方法只有空心圆筒试验和真三轴试验两种。虽然在真三轴试验等更先进的试验设备上取得了显著的优势,但为了更方便地控制九个独立的液压系统,准确地测量UGM各向异性,还需要进一步改进,如采用更先进的过程识别控制算法。指出了应力历史、残余应力、干密度、级配/细粒含量、冻融循环等因素对UGM弹性模量影响的混淆和矛盾,为今后的研究奠定了基础。通过回顾UGM本构模型的发展历程,综合比较其代表性和复杂性,发现了UGM本构模型的主要缺陷,并提出了一种新的理论来修正UGM本构模型,但仍需进一步验证。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
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来源期刊
CiteScore
13.60
自引率
6.30%
发文量
402
审稿时长
15 weeks
期刊介绍: The Journal of Traffic and Transportation Engineering (English Edition) serves as a renowned academic platform facilitating the exchange and exploration of innovative ideas in the realm of transportation. Our journal aims to foster theoretical and experimental research in transportation and welcomes the submission of exceptional peer-reviewed papers on engineering, planning, management, and information technology. We are dedicated to expediting the peer review process and ensuring timely publication of top-notch research in this field.
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