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青砂岩-砂浆组合体三轴压缩力学特性和裂纹闭合演化规律

王伟 庄芸芸 刘世藩 段雪雷 曹亚军 乐萍 钱英杰

河海大学学报(自然科学版)2025,Vol.53Issue(3):67-75,86,10.
河海大学学报(自然科学版)2025,Vol.53Issue(3):67-75,86,10.DOI:10.3876/j.issn.1000-1980.2025.03.009

青砂岩-砂浆组合体三轴压缩力学特性和裂纹闭合演化规律

Mechanical properties and crack closure evolution pattern of caesious sandstone-mortar composites under triaxial compression

王伟 1庄芸芸 1刘世藩 1段雪雷 1曹亚军 1乐萍 1钱英杰2

作者信息

  • 1. 河海大学岩土力学与堤坝工程教育部重点实验室,江苏南京 210098||河海大学岩土工程科学研究所,江苏南京 210098
  • 2. 浙江省隧道工程集团有限公司,浙江 杭州 310005
  • 折叠

摘要

Abstract

To explore the influence of different stress states and angles of inclination of bonding surface on the mechanical properties of caesious sandstone-mortar composites during tunnel construction,triaxial compression tests on caesious sandstone-mortar composites under different angles of inclination and confining pressures were carried out.The evolution patterns of the strength,deformation characteristics,and damage modes of these composites were analyzed.Based on the crack closure effect,anaxial crack closure model of the composites was developed,and its rationality was verified.The results show that as the confining pressure increases,the yielding behavior of the caesious sandstone-mortar composites becomes less obvious.In addition,the confining pressure has the greatest effect on improving the strength of the composite with an angle of inclination of 60°.The peak strain and elastic modulus are positively correlated with the confining pressure.As the angle of inclination increases,the peak strength and cohesion change in an"N"-shaped manner.The composite with an angle of inclination of 60° has the lowest peak strength.Under high confining pressure,the composite with an angle of inclination of 60° experiences overall slip instability along the contact surface,but other composites with different angles of inclination undergo shear damage penetrated with a single main crack.The established axial crack closure model of the composites can effectively describe the relationship between the pre-peak axial stress and strain curves.

关键词

青砂岩-砂浆组合体/三轴压缩试验/裂纹轴向应变/强度/变形/破坏特征

Key words

caesious sandstone-mortar composite/triaxial compression test/axial crack strain/strength/deformation/damage characteristic

分类

建筑与水利

引用本文复制引用

王伟,庄芸芸,刘世藩,段雪雷,曹亚军,乐萍,钱英杰..青砂岩-砂浆组合体三轴压缩力学特性和裂纹闭合演化规律[J].河海大学学报(自然科学版),2025,53(3):67-75,86,10.

基金项目

国家自然科学基金面上项目(12072102) (12072102)

国家自然科学基金青年科学基金项目(12102129) (12102129)

河海大学学报(自然科学版)

OA北大核心

1000-1980

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