理论与试验研究

高性能喷射混凝土厚度比效应与能量演化规律

  • 吴梦军 ,
  • 钟祖良 ,
  • 徐淼 ,
  • 胡学兵 ,
  • 曹鹏
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  • 1.国家山区公路工程技术研究中心,重庆 400067;
    2.招商局交通科技(重庆)有限公司,重庆 400067;
    3.重庆大学 土木工程学院,重庆 400045
吴梦军(1973—),男,湖南涟源人,正高级工程师,主要从事隧道工程、岩土工程等领域的研究工作。E-mail:wumengjun@cmhk.com
钟祖良(1980—),男,福建武平人,博士,教授,主要从事岩土工程、地下工程等领域的教学与科研工作。E-mail:haiou983@cqu.edu.cn

收稿日期: 2025-10-25

  网络出版日期: 2026-06-23

基金资助

国家山区公路工程技术研究中心开放基金(GSGZJ-2023-04);四川省交通运输科技项目(2024-ZL-03)

Study on the Thickness Ratio Effect and Energy Evolution Laws of High-Performance Shotcrete

  • Wu Mengjun ,
  • Zhong Zuliang ,
  • Xu Miao ,
  • Hu Xuebing ,
  • Cao Peng
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  • 1. National Engineering and Research Center for Mountainous Highways, Chongqing 400067, P. R. China;
    2. China Merchants Communications Technology (Chongqing) Limited, Chongqing 400067, P. R. China;
    3. School of Civil Engineering, Chongqing University, Chongqing 400045, P. R. China

Received date: 2025-10-25

  Online published: 2026-06-23

摘要

高性能纤维喷射混凝土单层衬砌在分层施工过程中内部能量演化过程与机制尚不明晰,为研究分层施工对单层衬砌结构能量演化特性的影响,开展了6种厚度比λh(第二层与第一层纤维喷射混凝土的厚度比)试件的单轴压缩强度试验。结果表明:纤维喷射混凝土的单轴压缩强度受厚度比影响较大,当厚度比为1时峰值强度达到最大值43.32 MPa,应力分布最优;厚度比大于4时,因第一层过薄会引发脱粘、压溃现象;在单轴压缩过程中,试件总输入能随厚度比增大而提高,弹性能储存能力在厚度比为1时最优,而耗散能在厚度比为5时呈现剧烈波动,反映局部失稳引发的集中能量释放;基于耗能系数分析,压实阶段能量耗散率降低,表明结构稳定性显著降低。

本文引用格式

吴梦军 , 钟祖良 , 徐淼 , 胡学兵 , 曹鹏 . 高性能喷射混凝土厚度比效应与能量演化规律[J]. 地下空间与工程学报, 2026 , 22(3) : 883 -890 . DOI: 10.20174/j.JUSE.2026.03.13

Abstract

The internal energy evolution process and mechanism of high-performance fiber-reinforced shotcrete single-layer lining during layered construction remain unclear. To investigate the influence of layered construction on the energy evolution characteristics of the single-layer lining structure, this study conducted uniaxial compression strength tests on specimens with six different thickness ratios (the thickness ratio of the second layer to the first layer of fiber-reinforced shotcrete). The results indicate that: The uniaxial compression strength of fiber-reinforced shotcrete is significantly affected by the thickness ratio. The peak strength reaches its maximum value of 43.32 MPa when the thickness ratio is 1, with an optimal stress distribution. When the thickness ratio exceeds 4, debonding and crushing phenomena occur due to the excessive thinness of the lower layer. During the uniaxial compression process, the total input energy of the specimens increases with the thickness ratio. The elastic energy storage capacity is optimal at a thickness ratio of 1, while the dissipated energy exhibits significant fluctuations at a thickness ratio of 5, reflecting concentrated energy release due to local instability. Based on the energy dissipation coefficient analysis, the energy dissipation rate decreases during the compaction stage, indicating a significant reduction in structural stability.

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