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现代矿业 ›› 2025, Vol. 41 ›› Issue (10): 105-109,114.

• 岩土工程 • 上一篇    下一篇

冻结状态下泥质粉砂岩蠕变特性分析及分数阶模型构建

李鹏辉1,2 刘晓莹3 初晶晶1   

  1. 1. 山东省地质矿产勘查开发局第一地质大队(山东省第一地质矿产勘查院); 2. 中国海洋大学海洋地球科学学院;3. 山东省经纬工程测绘勘察院有限公司
  • 出版日期:2025-10-25 发布日期:2025-12-04

Creep Characterization Analysis and Fractional-order Models Construction of Muddy Siltstone under Frozen Condition

  1. 1. No. 1 Geological Group,Shandong Provincial Bureau of Geology and Mineral Resources(No. 1 Geological Team of Shandong Provincial Bureau of Geology and Mineral Resources); 2. College of Marine Geosciences,Ocean University of China; 3. Shandong Jingwei Engineering Surveying and Mapping Institute Co.,Ltd.
  • Online:2025-10-25 Published:2025-12-04

摘要: 为了更准确地了解泥质粉砂岩在冻结状态下的蠕变特性,为冻结法施工建设提供坚实 可靠的理论基础,对泥质粉砂岩展开 3种温度下的无侧限抗压强度试验及 2种加载等级下的蠕变试 验。通过将分数阶微分理论引入Abel黏壶,继而建立了分数阶Burgers模型,并与整数阶模型进行对 比。结果表明:在无侧限抗压强度试验中,随着温度的降低,岩石的峰值应力逐渐增大,其强度显著 提升,低温下的试样在破坏时呈现出更加明显的脆性特征。在蠕变试验中,泥质粉砂岩的试验曲线 可分为快速与稳定蠕变2个阶段,快速蠕变阶段应变迅速增长,占总应变的90%左右,初始应力的快 速响应使得应变曲线在加载初期陡升;随着时间的推移,曲线逐渐变得平缓并进入稳定蠕变阶段,应 变在该阶段几乎保持不变,稳定应变随着冻结温度的降低或加载等级的提高而提高。通过构建基于 R-L分数阶积分的Abel黏壶并引入Burgers模型,建立了能描述不同加载等级和不同冻结温度下的整 数阶与分数阶Burgers模型。对模型参数进行反演可得,整数阶模型的拟合优度仅有0.918,分数阶模 型的拟合优度达到0.998,拟合结果与试验曲线几乎完全重合,且模型参数意义清晰,方便实际工程中 的直接应用。研究为岩石工程长期稳定性提供理论基础。

关键词: 岩石力学, 泥质粉砂岩, 蠕变, Abel黏壶, 元件模型

Abstract: In order to more accurately understand the creep characteristics of mud siltstone in the fro⁃ zen state,and to provide a solid and reliable theoretical basis for the construction of freezing method,the mud siltstone was subjected to three temperatures of unconfined compressive strength test and two loading levels of creep test,through the introduction of fractional order differential theory into the Abel viscous pot,then a fractional order Burgers model was established,which was compared with integer order model. The results show that under the uncon-fined compressive strength test,the peak stress of the rock gradual⁃ ly increases with the decrease of temperature,showing a significant increase in strength,and the speci⁃ mens at low temperature show more obvious brittle characteristics at the time of destruction. Under the creep test,the test curve of muddy siltstone can be divided into two stages of rapid creep and stable creep,the rapid creep stage strain grows rapidly,accounting for about 90% of the total strain,the rapid response of the initial stress makes the strain curve rise steeply at the beginning of the loading,and with the passage of time,the curve gradually becomes flat and enters the stable creep stage,which is almost constant,and the stabilized strain increases with the reduction of freezing temperature or increase of load⁃ ing level. The stable strain increases as the freezing temperature decreases or the loading level increases. By constructing the Abel viscous pot based on the R-L fractional order integral and introducing the Burgers model,the integer-order and fractional-order Burgers models were established to describe different load⁃ ing levels and different freezing temperatures,and the inversion of the model parameters yielded a good⁃ ness-of-fit of the integer-order model of only 0.918,while that of the fractional-order model reached 0.998. The fitting results were as follows,the goodness-of-fit of the integer-order model was only 0.918, and that of the fractional-order model reached 0.998,the fitting results and the test curve almost complete⁃ ly overlap,and the significance of the model parameters is clear,which is convenient for the direct appli⁃ cation in practical engineering. The study provides a theoretical basis for the long-term stability of rock en⁃ gineering.

Key words: rock mechanics, argillaceous siltstone, creep, Abel viscous pot, elemental modeling