陕北白垩系冻结软岩抗折力学宏微观特性研究

    Macro and micro bending mechanical properties of Cretaceous frozen soft rock in North Shaanxi Province

    • 摘要: 针对陕北地区白垩系软岩地层冻结法凿井工程常发生冻结管断裂、外层井壁垮塌等问题,本文以榆横矿区白垩系软岩为研究对象,采用XRD与SEM研究了洛河组中粒砂岩的矿物成分与微观结构特征;开展了白垩系软岩在冻结过程中的核磁共振试验,获得了冻结软岩的孔隙率和孔隙冰含量变化规律;并对不同温度(−5 ℃、−10 ℃、−15 ℃和−20 ℃)下的冻结软岩进行了抗折力学试验,分析了白垩系冻结软岩的抗折宏观力学特性与断面微观形貌特征。研究结果表明:洛河组中粒砂岩矿物成分以石英、钾长石、钠长石为主,高岭石黏土矿物含量达到18.7%;岩石内部结构由颗粒状矿物堆叠而成,存在较多的连通孔隙、微裂隙及局部孔洞。冻结过程中孔隙冰含量随温度降低先呈现快速升高、后缓慢升高直至平缓的趋势。白垩系冻结软岩抗折强度随温度降低先呈现快速增加、后逐渐平缓的变化趋势;与−5 ℃抗折强度相比,−10 ℃、−15 ℃及−20 ℃下的抗折强度分别提高了231.2%、288.0%及304.8%。随着温度的降低,洛河组砂岩断裂形态逐渐趋于平直,断裂面表面粗糙度减小。该研究成果对于揭示白垩系软岩地层的冻结过程演化与冻结壁破坏机理具有重要工程意义。

       

      Abstract: This study focuses on the Cretaceous soft rock strata in North Shaanxi Province, where common issues such as freezing pipe fractures and outer wall collapse often occur during the freezing shaft construction. The paper takes the Cretaceous soft rock from the Yuheng Mine Area as the object of study. X-ray diffraction(XRD) and scanning electron microscopy(SEM) are employed to analyze the mineral composition and microstructural characteristics of the medium-grained sandstone of Luohe Formation. Nuclear magnetic resonance(NMR) experiments are conducted on Cretaceous soft rock during the freezing process to study the changes in porosity and pore ice content of the soft rock during freezing. The bending strength tests are performed on frozen Cretaceous soft rock at various temperatures(−5 ℃, −10 ℃, −15 ℃, and −20 ℃) to analyze the bending mechanical properties and microstructural characteristics of fractured surface. The results indicate that the mineral composition of the medium-grained sandstone of Luohe Formation is primarily composed of quartz, potassium feldspar, and sodium feldspar, with kaolinite clay minerals constituting 18.7%. The internal structure of the rock is made up of granular mineral stacking, with large through-pores, micro-cracks, and localized voids. During the freezing process, the pore ice content of the sandstone increases rapidly with decreasing temperature, followed by a gradual and eventually leveling off. The bending strength of the frozen soft rock exhibits a nonlinear increase, first rising rapidly, and then gradually leveling off as the temperature decreases. Compared to the bending strength at −5 ℃, the values measured at −10 ℃, −15 ℃ and −20 ℃ show significant increases of 231.2%, 288.0% and 304.8%, respectively. Additionally, the surface roughness of fractured specimens decreases as the temperature decreases. The research findings provide important engineering guidance for understanding the freezing evolution process and failure mechanisms of frozen walls in Cretaceous soft rock strata.

       

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