使用阻抗光谱学可视化FICP处理的沙子的强度发展
Jamal Ahmad1, Mohammad Arsalan Khan2,3,4, Shakeel Ahmad1
1Department of Civil Engineering, Zakir Husain College of Engineering and Technology, Aligarh Muslim University, Aligarh, 202001, India.
Scientific reports
|October 15, 2024
概括
这项研究引入了一种使用电信号测量用真菌处理的沙子强度的新方法. 这种非破坏性方法准确地预测了沙子强度和碳酸含量,为传统测试提供了具有成本效益的替代方案.
科学领域:
- 地质技术工程 地质技术工程
- 生物技术是生物技术.
- 材料科学 材料科学 材料科学
背景情况:
- 由真菌诱导的碳酸沉 (FICP) 通过真菌活动增强了沙子的特性.
- 评估FICP处理的沙子强度的传统方法具有破坏性,例如无限制压力强度 (UCS) 测试.
- 需要一种非破坏性的监测方法来评估FICP的有效性.
研究的目的:
- 调查嵌入式压电 (PZT) 补丁基于电机阻抗 (EMI) 谱学的使用,以监测FICP处理的沙子的强度.
- 为了将EMI信号与UCS和碳酸含量 (CCC) 相关联.
- 确定EMI光谱作为地质技术应用中的非破坏性技术的可行性.
主要方法:
- 沙子使用FICP与尼日尔菌和化溶液进行处理.
- 使用EVAL AD5933芯片的电机阻抗 (EMI) 谱法用于监测变化.
- 进行了无限制压力强度 (UCS) 测试,扫描电子显微镜 (SEM) 和能量散射X射线 (EDX) 分析以验证.
主要成果:
- 欧洲货币基金组织 (EMI) 的信号与UCS和CCC有很好的对齐.
- 经过处理的沙子在28天后达到3.93MPa的最大UCS和15.19%的CCC.
- 开发了多线性回归 (MLR) 方程,以将EMI信号与治疗参数相关联.
结论:
- EMI光谱是一种有前途的非破坏性技术,用于监测FICP处理砂的强度.
- 开发的MLR模型为与机械性能相关联的EMI数据提供了统计基础.
- 这种方法为地质工程中破坏性测试提供了经济有效和高效的替代方案.
相关概念视频
Fineness Modulus
288
The fineness modulus (FM) of aggregate is a numerical index that measures the coarseness or fineness of the particles. It is calculated by adding the cumulative percentages of aggregate retained on each of a specified series of sieves and dividing the sum by 100.
Consider performing sieve analysis on sand through a set of ASTM sieves. The weight of aggregate retained in each sieve and pan placed at the bottom is recorded, as given in Column B of Table 1.
To determine the fineness modulus of...
Consider performing sieve analysis on sand through a set of ASTM sieves. The weight of aggregate retained in each sieve and pan placed at the bottom is recorded, as given in Column B of Table 1.
To determine the fineness modulus of...
288
Strength of Cement
126
Strength tests for cement are not performed directly on neat cement paste due to difficulty in obtaining consistent, reliable specimens. Instead, cement is typically tested in the form of cement-sand mortar.
For compressive strength tests, ASTM C 109-05 standards prescribe a cement-sand mix ratio of 1:2.75 and a water/cement ratio of 0.485 for making 2-inch cubes. These cubes are mixed, cast, and cured in saturated lime water at 23°C until testing. Flexural strength testing, outlined in...
For compressive strength tests, ASTM C 109-05 standards prescribe a cement-sand mix ratio of 1:2.75 and a water/cement ratio of 0.485 for making 2-inch cubes. These cubes are mixed, cast, and cured in saturated lime water at 23°C until testing. Flexural strength testing, outlined in...
126


