首页|刚性与柔性边界条件下压实黄土变形特性研究

刚性与柔性边界条件下压实黄土变形特性研究

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刚性边界与柔性边界是目前在路基施工中所存在的两种主要边界条件,而不同的边界条件对于路基土体的变形、沉降等具有显著的影响.采用三向加载设备,开展了不同压实度的黄土在刚性与柔性边界条件下的室内压缩试验,探讨了不同边界条件对压实黄土变形的影响以及引起压实黄土变形存在差异的根本原因.研究结果表明:压实度分别为88％、93％、96％的黄土在刚性和柔性边界条件下的三向受力压缩过程中抗压强度与压实度呈正相关;且当压实度相同时,围压越大,压实度下降得越少.提出了竖向应变与体应变之间的关系式,并推导了竖向应变与侧向应变之间的关系式.
Study on the Deformation Characteristics of Compacted Loess under Rigid and Flexible Boundary Conditions
Rigid and flexible boundary conditions constitute the two predominant types of conditions encountered in roadbed construction,each having a substantial influence on the deformation and settlement characteristics of the foundational soil.Utilizing custom-designed triaxial loading apparatus,this research conducts a series of indoor compression tests on compacted loess with varying degrees of compaction,under both rigid and flexible boundary conditions.The investigation aims to unravel the effects of these conditions on the deformation behavior of compacted loess,as well as to identify the fundamental mechanisms contributing to variations in deformation.Our findings reveal that the compressive strength of loess-tested at compaction degrees of 88％,93％,and 96％—exhibits a positive correlation with the degree of compaction during triaxial compressive loading under both types of boundary conditions.Moreover,under constant compaction degree,an increase in confining pressure results in a reduced reduction in compaction.The study further delineates equations for the relationships between vertical and volumetric strains,as well as between vertical and lateral strains.

compacted loessroadbed engineeringrigid boundaryflexible boundarydeformation characteristics

李哲、吕世鑫、李聚强、刘路路、夏晶晶

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长安大学公路学院,陕西西安 710064

中国矿业大学力学与土木工程学院,江苏徐州 221116

安徽建筑大学土木工程学院,安徽合肥 230601

压实黄土 路基工程 刚性边界 柔性边界 变形特性

国家自然科学基金江苏省自然科学基金青年基金长沙理工大学公路养护技术国家工程研究中心开放基金中国博士后科学基金陕西省重点研发计划

42302320BK20221136kfj2201042023M7337462021SF-459

2024

10.16058/j.issn.1005-0930.2024.02.018

应用基础与工程科学学报
中国自然资源学会

应用基础与工程科学学报

CSTPCD北大核心
影响因子：0.895
ISSN：1005-0930
年,卷(期)：2024.32(2)
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