引黄济宁工程隧洞古近系软岩物理力学特征研究
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黄河勘测规划设计研究院有限公司,河南 郑州 450003

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P634.1;TV554

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黄河勘测规划设计研究院有限公司自主研究开发项目“深埋长隧洞第三系软岩变形特征及控制技术研究”(编号:2022KY003)、“引黄济宁工程深埋超长隧洞施工期超前地质预报关键技术研究及应用”(编号:2023KY014)


Study on the physical mechanics characteristics of the paleogene soft rock in the tunnel of Yellow River to Xining water diversion project
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Yellow River Engineering Consulting Co., Ltd., Zhengzhou Henan 450003, China

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    摘要:

    青海省引黄济宁工程隧洞古近系地层分布范围广,隧洞埋深大,研究古近系地层的物理力学特征进而评价隧洞围岩的变形与稳定,对于隧洞设计与施工具有重要意义。针对隧洞古近系地层围岩稳定性问题,采用试验及经验分析的方法进行了古近系地层软岩物理力学特征研究。结果表明:古近系地层岩石密度较低,吸水率较高;饱和状态下岩石单轴抗压强度急剧降低,软化系数极低;部分岩性具有膨胀性;少量岩性耐崩解性较差。引黄济宁工程隧洞古近系地层岩石在富水条件下力学性能差,对围岩稳定不利,当埋深>127 m时,围岩可能产生严重—极严重挤压变形,施工中应根据围岩变形特征,有针对性地采取工程措施,以减少围岩变形的危害。

    Abstract:

    The Paleogene strata is widely distributed in the tunnel of the Yellow River to Xining water diversion project in Qinghai Province, and the tunnel burial depth is deep. It is of great significance for tunnel design and construction to evaluate the deformation and stability of tunnel surrounding rock based on the study the physical mechanical characteristics of the Paleogene strata. In view of the stability of the surrounding rocks in Paleogene strata, A preliminary study on the physical mechanics of soft rock was conducted using experimental and empirical analysis methods. The results showed that the Paleogene strata has low density and high water absorption rate. Under saturated conditions, the uniaxial compressive strength of rocks decreases sharply, and the softening coefficient is extremely low; Some types of rock have expansibility and a small amount of rock has poor resistance to disintegration; The mechanical properties of the rock are poor under water-rich conditions, which is detrimental to the stability of the surrounding rocks. When the burial depth is over 127m, the surrounding rocks may undergo severe to extremely severe compression deformation. During the construction, targeted engineering measures should be taken based on the deformation characteristics of the surrounding rocks to reduce the hazard of surrounding rock deformation.

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杨继华,郭卫新,万伟锋,等.引黄济宁工程隧洞古近系软岩物理力学特征研究[J].钻探工程,2025,52(3):47-54.
YANG Jihua, GUO Weixin, WAN Weifeng, et al. Study on the physical mechanics characteristics of the paleogene soft rock in the tunnel of Yellow River to Xining water diversion project[J]. Drilling Engineering, 2025,52(3):47-54.

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  • 收稿日期:2024-09-27
  • 最后修改日期:2024-12-19
  • 录用日期:2025-01-21
  • 在线发布日期: 2025-05-12
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