土工基础 ›› 2022, Vol. 36 ›› Issue (2): 269-272.

• 测试技术 • 上一篇    下一篇

磷尾矿最佳掺量下改良膨胀土的动力特性试验

林万锋,庄心善   

  1. (湖北工业大学 土木建筑与环境学院,武汉 430068)
  • 收稿日期:2020-11-03 修回日期:2020-11-21 出版日期:2022-04-30 发布日期:2022-04-27
  • 作者简介:林万锋(1993-),男,硕士研究生,研究方向为岩土工程。
  • 基金资助:
    国家自然科学基金项目(No.51708190)

Experimental Study on Dynamic Characteristics of Improved Expansive Soil with the Optimum Phosphorus Tailings Content

LIN Wanfeng, ZHUANG Xinshan   

  1. (School of Civil, Architectural Engineering and Environment, Hubei University of Technology, Wuhan 430068)
  • Received:2020-11-03 Revised:2020-11-21 Online:2022-04-30 Published:2022-04-27

摘要: 以合肥膨胀土为研究对象,利用GDS动三轴仪,结合工程实际,考虑在磷尾矿最佳掺量7%的试验条件下,通过循环加载试验,对改良膨胀土在不同频率、围压条件下表现出的动力特性进行分析,得出动弹性模量、阻尼比的变化规律。试验结果表明:改良土应力~应变关系受围压影响明显,不同围压下土体动弹性模量差值较大:土体产生相同变形条件下,围压越高,动模量值越大;频率影响效果类似:动弹模 E在土体由弹性变形转为塑性变形后急剧减小,不同围压、频率条件下表现出良好的归一化特性。

关键词: 膨胀土, 磷尾矿, 动力特性, 动模量

Abstract: The dynamic properties of Hefei expansive soil improved by an optimized content of 7% of phosphorus tailing by product additives were laboratory studied by the GDS dynamic triaxial testing devices under cyclic loading conditions. The improved Hefei expansive soil samples were tested under different loading frequencies and confining pressures so that the dynamic modulus and damping ratios relationship with these potential influence factors could be investigated. The results indicate that, the stress-strain relationship is strongly influenced by the confining pressures. Under different sample confining pressures, the dynamic modulus values varied significantly. Under the same amount of deformation, the higher confining pressure induces a higher dynamic modulus; so does the loading frequency on the dynamic modulus. With the increase of confining pressures and lading frequencies, plastic deformation in the soil samples reduces and elastic deformation increases with the same value of dynamic modulus in the soil sample, Ed.

Key words: expansive soil, phosphorus tailings, dynamic characteristics, dynamic modulus

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