微生物加固钙质砂强度演化过程的环剪试验研究
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作者单位:

1.河海大学;2.嘉兴市交通工程质量安全管理服务中心

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基金项目:

国家自然科学基金项目(面上项目,重点项目,重大项目);中央高校基本科研业务费专项资金资助


Ring shear test study on the strength evolution process of microbial reinforced calcareous sand
Author:
Affiliation:

1.Hohai University;2.Jiaxing Traffic Engineering Quality and Safety Management Service Center

Fund Project:

The National Natural Science Foundation of China (General Program, Key Program, Major Research Plan) ;supported by“the Fundamental Research Funds for the Central Universities

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    摘要:

    为获得微生物加固过程中钙质砂试样的强度特性,对环剪仪的剪切盒进行了改造,实现了在环剪仪上直接完成固化过程。通过环剪试验研究了加固时间对固化效果的影响,考虑了环剪试验过程中竖向应力的影响,并与未加固钙质砂试样进行对比分析。结果表明:在改造后的环剪仪上直接完成固化可以获得加固时间较短、强度相对较低的固化试样。随着加固时间的增加,试样的抗剪强度不断增大并逐渐达到稳定值,加固48 h后试样的抗剪强度及残余强度分别达到未加固试样的1.8倍及1.6倍。相比于未加固试样,固化试样表现出明显的应变软化现象,这可能与碳酸钙胶结结构发生破坏有关。在较高竖向应力(75~125 kPa)条件下,固化试样与未加固试样均会表现出较为明显的应变软化现象,但两者出现软化现象的原因不同。

    Abstract:

    The reinforcement process was directly completed on the ring shear apparatus by remolding the shear box to reveal the strength characteristics of calcareous sandy samples during the process of microbial treatment. The influence of treatment time on the curing effect was studied using ring shear tests. The effect of vertical stress during the ring shear test was investigated. The results of treated samples were compared with those for untreated calcareous sandy samples. The results showed that the treated samples with shorter treated time and relatively lower strength can be obtained utilizing completing the curing process on the modified ring shear apparatus directly. The shear strength of the treated samples increased and reached a stable value with the increase of treated time. The shear strength and residual strength of the sample treated 48 hours could reach 1.8 times and 1.6 times of the corresponding values for the untreated sample respectively. Under the condition of high vertical stress (75 ~ 125 kPa), both the treated and the untreated samples show an obvious strain-softening phenomenon, but the reasons for this phenomenon are different.

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  • 收稿日期:2021-07-05
  • 最后修改日期:2021-08-09
  • 录用日期:2021-08-30
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