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砂-结构界面剪切机理及细观行为演化研究

马永明 郭聚坤 王瑞 左珅 李晋 魏道凯

水利水电技术(中英文)2024,Vol.55Issue(7):186-196,11.
水利水电技术(中英文)2024,Vol.55Issue(7):186-196,11.DOI:10.13928/j.cnki.wrahe.2024.07.016

砂-结构界面剪切机理及细观行为演化研究

Study on shear mechanism and microscopic behavior evolution of sand-structure interface

马永明 1郭聚坤 2王瑞 3左珅 1李晋 1魏道凯4

作者信息

  • 1. 山东交通学院交通土建工程学院,山东济南 250357
  • 2. 山东交通职业学院公路与建筑系,山东潍坊 261206||长安大学公路学院,陕西西安 710064
  • 3. 宁夏大学土木与水利工程学院,宁夏银川 750021
  • 4. 山东交通职业学院公路与建筑系,山东潍坊 261206
  • 折叠

摘要

Abstract

[Objective]Roughness and particle size are the key factors affecting the side friction of piles in sandy soil,and explo-ring their effects on the macroscopic mechanical properties and microscopic shear mechanisms of the interface is of great signifi-cance.[Methods]Using the improved direct shear equipment,the macro shear behavior and internal change mechanism of the interface between steel and sand considering the influence factors of the groove width and particle size are studied.The evolution law of interface microscopic behavior was studied using PFC software.[Results]The result show that the interface peak shear stress of fine sand and medium sand group increases with the groove width,while that of coarse sand group increases first and then decreases.Under the different relative size relationships between texture width and sand particle size,the interface shear mechanism is closely related to sand-sand shearing,grain-groove interlocking and grain angular blocking.The friction angle of smooth interface decreases with the particle size,while the friction angle of rough interface is basically proportional to the particle size.The coordination number and the range of particles affected by interface shear increase with the particle size.The larger sand particles appear force chain fracture near the interface in the middle and later stages of the test.[Conclusion]Groove design can significantly improve the shear strength of the interface,and the pile surface with rough groove is more conducive to exerting the bearing capacity of the pile in medium and coarse sand soil foundation.

关键词

//粒径/纹理/剪切机理/细观行为/力学性能/变形

Key words

steel/sand/particle size/groove/relative size/shear mechanism/microscopic behavior/mechanical properties/deformation

分类

建筑与水利

引用本文复制引用

马永明,郭聚坤,王瑞,左珅,李晋,魏道凯..砂-结构界面剪切机理及细观行为演化研究[J].水利水电技术(中英文),2024,55(7):186-196,11.

基金项目

山东省自然科学基金青年项目(ZR2020QE257) (ZR2020QE257)

山东省交通运输科技项目(2020B23) (2020B23)

山东交通学院研究生科技创新项目(2022YK022) (2022YK022)

国家自然科学基金项目(41572275) (41572275)

水利水电技术(中英文)

OA北大核心CSTPCD

1000-0860

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