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不同粒径钙质砂的侧限变形及内部应力演化

袁泉 施旭 高燕 江雨潮 孙乐

中山大学学报(自然科学版)(中英文)2025,Vol.64Issue(2):1-11,11.
中山大学学报(自然科学版)(中英文)2025,Vol.64Issue(2):1-11,11.DOI:10.13471/j.cnki.acta.snus.ZR20240232

不同粒径钙质砂的侧限变形及内部应力演化

Lateral deformation and internal stress evolution of calcareous sand with different particle sizes

袁泉 1施旭 2高燕 3江雨潮 2孙乐2

作者信息

  • 1. 广州地铁设计研究院股份有限公司,广东 广州 510010
  • 2. 中山大学地球科学与工程学院,广东 珠海 510982
  • 3. 中山大学地球科学与工程学院,广东 珠海 510982||南方海洋科学与工程广东省实验室(珠海),广东 珠海 510982
  • 折叠

摘要

Abstract

In the study,lateral compression and creep tests were performed on calcareous sands of varying particle sizes using a self-designed acrylic model box.The research focused on investigating the compression deformation,characteristics of particle breakage,and the evolution of internal stress in calcareous sand under various stress levels.The results indicate that when vertical stress is relatively low,the compression deformation,creep strain,and creep rate of calcareous sand decrease as particle size increases.Conversely,under higher vertical stress,these variables increase with particle size.This behavior is attributed to the fact that the deformation of calcareous sand is controlled by the rearrangement of particle positions and the extent of particle breakage.At low vertical stress,particle breakage is minimal and can be overlooked;as the particle size of calcareous sand increases,the irregularity of particle shapes also increases,which enhances inter-particle locking and thus suppresses deformation.However,as vertical stress increases,considerable particle breakage occurs in calcareous sand;moreover,larger particle sizes lead to more significant particle breakage.This exacerbates deformation,alters the particle contacts,and intensifies stress redistribution.Consequently,the distribution of vertical and lateral stresses within the calcareous sand shifts from a Weibull distribution to a normal distribution.During the creep process,the internal stress distribution of calcareous sand tends to become uniform.

关键词

钙质砂/颗粒破碎/蠕变/颗粒粒径/应力分布

Key words

calcareous sand/particle breakage/creep/particle size/distribution of stresses

分类

土木建筑

引用本文复制引用

袁泉,施旭,高燕,江雨潮,孙乐..不同粒径钙质砂的侧限变形及内部应力演化[J].中山大学学报(自然科学版)(中英文),2025,64(2):1-11,11.

基金项目

国家自然科学基金(42072295) (42072295)

国家重点研发计划(2022YFC3005203) (2022YFC3005203)

中山大学学报(自然科学版)(中英文)

OA北大核心

0529-6579

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