Study of the Rheological Behavior of Pisha Sandstone Slurry Based on Dynamic Oscillatory Shear

ZHOU Lin; HU Feinan; XU Chenyang; DU Wei; ZHANG Yanan

doi:10.13870/j.cnki.stbcxb.2024.03.007

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Study of the Rheological Behavior of Pisha Sandstone Slurry Based on Dynamic Oscillatory Shear

更新时间：2025-03-12

- Study of the Rheological Behavior of Pisha Sandstone Slurry Based on Dynamic Oscillatory Shear
- Vol. 38, Issue 3, Pages: 45-53(2024)
- 作者机构：
  
  1. 中国科学院水利部水土保持研究所, 陕西杨凌,712100
  2. 中国科学院大学,北京,100049
  3. 西北农林科技大学水土保持科学与工程学院, 陕西杨凌,712100
  4. 西北农林科技大学资源环境学院, 陕西杨凌,712100
- 作者简介：
- 基金信息：
- DOI：10.13870/j.cnki.stbcxb.2024.03.007
  CLC： P642.2
- Published：2024
- 稿件说明：
移动端阅览
ZHOU Lin, HU Feinan, XU Chenyang, et al. Study of the Rheological Behavior of Pisha Sandstone Slurry Based on Dynamic Oscillatory Shear[J]. 2024, 38(3): 45-53.
DOI：

ZHOU Lin, HU Feinan, XU Chenyang, et al. Study of the Rheological Behavior of Pisha Sandstone Slurry Based on Dynamic Oscillatory Shear[J]. 2024, 38(3): 45-53. DOI： 10.13870/j.cnki.stbcxb.2024.03.007.

摘要

[目的] 随着全球变暖及强降水极端事件频发

砒砂岩区滑塌泥流灾害可能将不断增加。为探明水-土互馈作用如何导致脆弱岩土松动变形进而发展为泥流

系统认识其演化过程的关键科学问题。[方法] 以4种典型砒砂岩为研究对象

采用流变学方法

开展动态振荡剪切下砒砂岩浆体的流变特性研究

探索砒砂岩浆体的液化过程及流变特性。[结果] (1)随着剪切应变增加

4种砒砂岩浆体储能模量和损耗模量减小

表现出应变变稀特点。(2)在含水率较低(w＜50%)的样品中

紫、棕色砒砂岩浆体与红、白色砒砂岩浆体相比

线性黏弹区的应力和应变更大。在含水率较高(w≥50%)的样品中

红、白色砒砂岩浆体与紫、棕色砒砂岩浆体相比

流动点的应力和应变更大。(3)随含水率增加

4种砒砂岩浆体的储能模量和损耗模量降低

线性黏弹区的应力和应变降低。[结论] 细颗粒物质可增加浆体在线性黏弹区的抗剪强度和弹性

但细颗粒浆体受含水率影响较大

水分加入后

浆体结构破坏、抵抗变形的能力立即减弱

同时

更容易发生相态转变。粗颗粒的存在使浆体非线性黏弹区弹性主导的范围增大

阻碍浆体的相态转变。该研究结果为砒砂岩区泥流灾害的认识和防治提供一定的科学基础。

Abstract

[Objective] With global warming and increased occurrences of heavy precipitation

the frequency of landslide mudflow disasters in the Pisha sandstone area will increase significantly. Understanding how water-soil interaction affect the loosening and deformation of fragile soils

ultimately leading to mudflow development

is a crucial scientific question in the evolutionary process. [Methods] This study focuses on investigating the rheological properties of Pisha sandstone (PS) slurry using a rheological method that involves dynamic oscillatory shear. The primary objective is to examine the liquefaction process and initial rheological properties of PS slurry. [Results] (1) With the increase of shear strain

the energy storage modulus (G') and loss modulus (G″) of the four PS slurries decreased and exhibited strain thinning characteristics. (2) In the samples with lower water content (w<50%)

the stress and strain in the linear viscoelastic region (LVE) of purple and brown PS slurries were larger than red and white PS slurries. In the samples with higher water content (w≥50%)

the stress and strain at the flow point of red and white PS slurries were larger than purple and brown PS slurries. (3) With increasing water content

G' and G″ of the four PS slurries decreased

and the stress and strain in the LVE decreased. [Conclusion] Fine particles could increase the shear strength and elasticity of the slurry in the LVE

but the fine-grained slurry was more affected by the moisture content

and the ability of the slurry structure to destroy and resist deformation was weakened immediately after the addition of water

while the phase transition was more likely to occur. The presence of coarse particles increased the extent of the elastic dominance of the nonlinear viscoelastic region and hindered the phase transition of the slurry. The results of the study can provide scientific basis for further mudflow research and disaster control in the Pisha sandstone area.

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