江南, 王常明, 王天佐, 李硕, 王东玮. 2017: 长春强风化泥岩的直剪蠕变试验研究. 工程地质学报, 25(s1): 164-169. DOI: 10.13544/j.cnki.jeg.2017.s1.027
    引用本文: 江南, 王常明, 王天佐, 李硕, 王东玮. 2017: 长春强风化泥岩的直剪蠕变试验研究. 工程地质学报, 25(s1): 164-169. DOI: 10.13544/j.cnki.jeg.2017.s1.027
    JIANG Nan, WANG Changming, WANG Tianzuo, LI Shuo, WANG Dongwei. 2017: EXPERIMENTAL STUDY ON DIRECT SHEAR CREEP OF CHANGCHUN STRONG WEATHERED MUDSTONE. JOURNAL OF ENGINEERING GEOLOGY, 25(s1): 164-169. DOI: 10.13544/j.cnki.jeg.2017.s1.027
    Citation: JIANG Nan, WANG Changming, WANG Tianzuo, LI Shuo, WANG Dongwei. 2017: EXPERIMENTAL STUDY ON DIRECT SHEAR CREEP OF CHANGCHUN STRONG WEATHERED MUDSTONE. JOURNAL OF ENGINEERING GEOLOGY, 25(s1): 164-169. DOI: 10.13544/j.cnki.jeg.2017.s1.027

    长春强风化泥岩的直剪蠕变试验研究

    EXPERIMENTAL STUDY ON DIRECT SHEAR CREEP OF CHANGCHUN STRONG WEATHERED MUDSTONE

    • 摘要: 长春地铁隧道通过强风化泥岩层,强风化泥岩属于软弱岩体,具有流变特性,其强度对地铁隧道等地下结构的稳定性具有重要的影响。对软弱岩体蠕变力学特性的研究,可以为地铁隧道的围岩稳定性研究及地下结构的设计提供理论依据。为此,在地铁隧道开挖面进行强风化泥岩取样,开展了直剪蠕变试验,获得强风化泥岩的蠕变特性。利用过渡蠕变法、蠕变曲线第一拐点法和等时曲线法3种不同方法获得了强风化泥岩的长期强度。结果表明,泥岩长期强度的与瞬时强度的相比产生了明显降低,为20%~40%,tan/tan为60%~70%,因此有必要将长期强度指标作为岩石工程实际设计中的参考。

       

      Abstract: Changchun subway tunnel excavated through the strong weathered mudstone layer, strong weather mudstone belongs to the weak rock, it has rheological properties, and it has very significant impact on the stability of the subway tunnel and other underground structure. The study on the creep mechanics characteristics of weak rock mass can provide the theoretical basis for the surrounding rock of the subway tunnel and the design of the underground structure. The strong weathered mudstone sampling was carried out in the excavation surface of the subway tunnel in the study area. Direct shear creep tests were carried out the creep characteristics of strong weathered mudstone were obtained. The long-term strength of mudstone was obtained by different methods:transition creep law, the first inflection point method and isochronous curves method, and the results were compared and analyzed. The results show that the long-term strength of mudstone is obviously reduced compared with the instantaneous strength,c/c is 20%~40%, and tan/tan is 60%~70%.Therefore, it is necessary to use the long-term strength index as a reference in the actual design of rock engineering.

       

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