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黄土隧道仰拱裂缝成因分析及加固处治措施

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针对某在建高速公路黄土隧道仰拱填充层纵向裂缝成因分析及加固问题,通过对裂缝现场调查,并结合施工过程含水率与地基承载力值测试结果、仰拱基底围岩状况调查、现场破检及取芯检测、地质补勘调查、监控量测等手段综合分析,指出黄土隧道仰拱基底地基软化,承载能力下降是黄土隧道内裂缝产生的主要原因,并提出"钢管桩拱脚加固+仰拱基底增设渗水盲沟"综合处治方案,为同类隧道病害问题提供参考.
Analysis on the Causes of Cracks in the Inverted Arch of Loess Tunnels and Reinforcement Measures
Aiming at the cause analysis and reinforcement of longitudinal cracks in invert filling layer of a loess tunnel under construction in an highway,the on-site investigation of cracks,combined with the water content and bearing capacity of inverted arch basement during construction,the surrounding rock condition of inverted arch basement,on-site crack detection,core-taking detection and geological reconnaissance investigation,indicates that the foundation of the invert tunnel is softening,the decrease of load capacity is the main cause of fracture in loess tunnel.A comprehensive treatment scheme of"steel pipe pile arch foot reinforcement+inverted arch base adding seepage blind ditch"is put forward,which provides references for similar tunnel diseases.

loess tunnelinverted archlongitudinal crackwater contentbase softening

孙照玉、左鲁

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甘肃省公路建设管理集团有限公司,甘肃 兰州 730000

中交第二公路勘察设计研究院有限公司,湖北 武汉 43000

黄土隧道 仰拱 纵向裂缝 含水率 基底软化

2024

兰州工业学院学报
兰州工业学院

兰州工业学院学报

影响因子:0.205
ISSN:1009-2269
年,卷(期):2024.31(4)
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