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富水软弱围岩劈裂型注浆加固体力学性能与破坏模式

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富水软弱围岩劈裂型注浆加固体的力学性能与破坏模式对注浆整体效果具有显著影响.基于室内注浆模拟试验、劈裂型注浆加固体三轴压缩试验和相应的离散元数值模拟,研究劈裂浆脉形态与空间分布特征及注浆加固规律,分析浆脉粗糙度、厚度、数量和倾角对注浆加固体力学性能与破坏模式的影响,阐明三轴加载条件下加固体内部孔隙率和微裂纹演化规律.研究结果表明:劈裂浆脉空间分布模式主要包括半贯通型、交叉型和贯通型,注浆影响区域可分为加固区、过渡区和未扰动区;浆脉存在有效提升了加固体的整体刚度和承载力,加固体峰值偏应力与浆脉粗糙度、厚度、数量呈正相关关系,而浆脉倾角增大会导致整体强度降低;加固体破坏模式主要有局部膨胀型和剪切滑移型,受浆脉形态特征影响,二者对整体变形破坏的贡献程度不同;在加载过程中,浆-土界面处首先萌生微裂纹,进而浆脉两侧软弱介质被压缩挤密后出现大量微裂纹,裂纹数量持续增多直至试样破坏;加固体孔隙率与微裂纹萌生数量变化规律均呈现明显的阶段性特征,且受浆脉形态特征影响显著.
Mechanics performance and failure modes of fracture grouting reinforced body in water-rich soft surrounding rock
The mechanics performance and failure modes of fracture grouting reinforced bodies in water-rich soft surrounding rock have a significant impact on the grouting effectiveness.A grouting simulation test was conducted to investigate the morphological and spatial distribution characteristics of grout veins and the reinforcement mechanism of grouting.Triaxial compression tests were performed on grouting reinforced body specimens,and corresponding discrete element numerical simulations were carried out.The effects of grout veins roughness,thickness,quantity and dip angle on the mechanical performance and failure modes of grouting reinforced body specimens were analyzed.The evolution of internal porosity and microcracks under triaxial loading conditions was also examined.The results indicate that there are three distinct spatial distribution patterns of grout veins,namely semi-through,cross and through types.The areas affected by grouting are classified as reinforcement,transition,and undisturbed regions.The stiffness and bearing capacity of the grouting reinforced body are improved due to the presence of grout veins,with the peak deviator stress of specimens positively correlated with the roughness,thickness and quantity of the grout veins.However,the strength of the specimens decreases with the increase of the dip angle of grout veins.The failure modes of grouting reinforced body specimens include the local expansion and shear slip types,and their contributions to the deformation are differentially affected by the morphological characteristic of grout veins.The microcracks are first initiated at the soil-slurry vein interface,and then numerous microcracks appear at the weak rocks around grout veins due to the compressed and compacted action under loading process.The porosity variation and initiation of microcracks in the grouting reinforced body are significantly influenced by the morphological characteristics of the grout veins,exhibiting distinct stage of evolution.

fracture groutingreinforced bodymorphological characteristics of grout veinsdeformation failure modespeak deviator stressmicrocracks initiation

杨磊、张耀磊、唐明秀、李让杰、徐真浩、尹贺

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山东大学岩土与结构工程研究中心,山东济南,250061

云南省滇中引水工程建设管理局,云南昆明,650205

济南高新区管委会,山东济南,250101

劈裂注浆 加固体 浆脉形态特征 变形破坏模式 峰值偏应力 微裂纹萌生

国家自然科学基金资助项目云南省重点研发计划项目

51979153202103AA080016

2024

中南大学学报(自然科学版)
中南大学

中南大学学报(自然科学版)

CSTPCD北大核心
影响因子:0.938
ISSN:1672-7207
年,卷(期):2024.55(2)
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