首页|期刊导航|长沙理工大学学报(自然科学版)|粗粒土路基填料动静力学特性及调控改良研究综述

粗粒土路基填料动静力学特性及调控改良研究综述OA

Review on dynamic and static mechanical properties,regulation,and improvement of coarse-grained soil fillers for road subgrades

中文摘要英文摘要

准确掌握粗粒土的工程特性,是高质量建造路基,进而保障路基长期稳定性及控制沉降的关键.在静、动力荷载作用下,粗粒土由颗粒重排及破碎等导致其力学特性演变复杂,从而易诱发路基累积变形过大及不均匀沉降等病害.本文围绕粗粒土路基变形及控制涉及的关键技术,系统梳理了国内外相关研究成果,重点从粗粒土的静力学特性、交通荷载下累积变形、颗粒破碎机理及调控改良技术等方面进行了总结分析.根据分析结果,建议未来着力加强粗粒土颗粒破碎与力学性能劣化的定量关联、多场耦合作用下长期性能演变、智能压实与材料设计协同控制等方面的研究,推动形成从材料改良、结构设计到性能调控的整体提升方案,为路基工程长期服役性能保障提供理论支撑.

Accurately understanding the engineering properties of coarse-grained soil is the key to constructing high-quality road subgrades,thereby ensuring long-term stability and controlling settlement.Under static and dynamic loads,the mechanical properties of coarse-grained soil undergo complex evolution caused by particle rearrangement and breakage,which easily induces road subgrade distresses such as excessive cumulative deformation and differential settlement.In view of the key technologies involved in the deformation and control of coarse-grained soil subgrades,relevant Chinese and international research findings were systematically reviewed in this paper,and the static mechanical properties,cumulative deformation under traffic loads,particle breakage mechanism,and regulation and improvement technologies of coarse-grained soil were mainly summarized and analyzed.Based on the analysis results,it is suggested that future research should focus on strengthening the quantitative correlation between particle breakage and mechanical property degradation,long-term performance evolution under multi-field coupling,and synergistic control of intelligent compaction and material design.This promotes the formation of a comprehensive improvement scheme from material improvement and structural design to performance regulation,providing theoretical support for ensuring the long-term service performance of road subgrade engineering.

谢志伟;吕玺琳;马一跃;王宇辰;万予哲;卢锦添

新疆农业大学 水利与土木工程学院,新疆 乌鲁木齐 830052||同济大学 岩土及地下工程教育部重点实验室,上海 200092同济大学 岩土及地下工程教育部重点实验室,上海 200092||同济大学 土木工程学院,上海 200092同济大学 岩土及地下工程教育部重点实验室,上海 200092||浙江交工集团股份有限公司,浙江 杭州 310052同济大学 岩土及地下工程教育部重点实验室,上海 200092||同济大学 土木工程学院,上海 200092同济大学 岩土及地下工程教育部重点实验室,上海 200092||同济大学 土木工程学院,上海 200092同济大学 岩土及地下工程教育部重点实验室,上海 200092||同济大学 土木工程学院,上海 200092

交通工程

路基工程粗粒土动静力学特性沉降调控改良

road subgrade engineeringcoarse-grained soildynamic and static mechanical propertysettlementregulation and improvement

《长沙理工大学学报(自然科学版)》 2026 (1)

1-20,20

国家重点研发计划项目(2025YFF0519200)广西重点研发计划项目(AB24010246)

10.19951/j.cnki.1672-9331.20251230001

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