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小比尺条形基础承载力模型试验的尺寸效应研究

王一伟 刘润 梁超

岩土工程学报2024,Vol.46Issue(6):1289-1299,11.
岩土工程学报2024,Vol.46Issue(6):1289-1299,11.DOI:10.11779/CJGE20230167

小比尺条形基础承载力模型试验的尺寸效应研究

Size effects of small-scale model tests on bearing capacity of strip foundation

王一伟 1刘润 1梁超1

作者信息

  • 1. 天津大学水利工程仿真与安全国家重点实验室,天津 300072
  • 折叠

摘要

Abstract

The small-scale model test is an important method to study the bearing capacity in soil mechanics.However,the size effects of small-scale model will affect its quantitative results,so that the small-scale test can only be used for qualitative researches.In this study,20 groups of small-scale model tests on bearing capacity of strip foundation are carried out in saturated sand foundation.The change of bearing capacity is studied by changing the foundation size,buried depth and compactness of sand.Then the discrete element analysis method is introduced,and the mechanical behavior of sand particles is simulated by rolling the resistance contact model.The bearing capacity tests on the strip foundation are simulated,and the source of the size effects of small-scale model tests and their influences on macroscopic bearing capacity are revealed from a microscopic point of view.The results show that there is a size effect in the small-scale model tests on the saturated sand foundation.The larger the foundation compactness and foundation depth,the more obvious the size effects.The size effects are the result of the combined effects of change of stress level,change of failure mode and degree of progressive failure.

关键词

条形基础/地基承载力/小比尺模型试验/尺寸效应/离散元模拟/微观响应

Key words

strip foundation/bearing capacity of foundation/small-scale model test/size effect/DEM/microscopic behaviour

分类

建筑与水利

引用本文复制引用

王一伟,刘润,梁超..小比尺条形基础承载力模型试验的尺寸效应研究[J].岩土工程学报,2024,46(6):1289-1299,11.

基金项目

国家重点研发计划项目(2022YFB2603000) (2022YFB2603000)

国家杰出青年科学基金项目(51825904) (51825904)

岩土工程学报

OA北大核心CSTPCD

1000-4548

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