Granite residual soil (GRS) is a type of weathering soil that can decompose upon contact with water, potentially causing geological hazards. In this study, cement, an alkaline solution, and glass fiber were used to re...Granite residual soil (GRS) is a type of weathering soil that can decompose upon contact with water, potentially causing geological hazards. In this study, cement, an alkaline solution, and glass fiber were used to reinforce GRS. The effects of cement content and SiO_(2)/Na2O ratio of the alkaline solution on the static and dynamic strengths of GRS were discussed. Microscopically, the reinforcement mechanism and coupling effect were examined using X-ray diffraction (XRD), micro-computed tomography (micro-CT), and scanning electron microscopy (SEM). The results indicated that the addition of 2% cement and an alkaline solution with an SiO_(2)/Na2O ratio of 0.5 led to the densest matrix, lowest porosity, and highest static compressive strength, which was 4994 kPa with a dynamic impact resistance of 75.4 kN after adding glass fiber. The compressive strength and dynamic impact resistance were a result of the coupling effect of cement hydration, a pozzolanic reaction of clay minerals in the GRS, and the alkali activation of clay minerals. Excessive cement addition or an excessively high SiO_(2)/Na2O ratio in the alkaline solution can have negative effects, such as the destruction of C-(A)-S-H gels by the alkaline solution and hindering the production of N-A-S-H gels. This can result in damage to the matrix of reinforced GRS, leading to a decrease in both static and dynamic strengths. This study suggests that further research is required to gain a more precise understanding of the effects of this mixture in terms of reducing our carbon footprint and optimizing its properties. The findings indicate that cement and alkaline solution are appropriate for GRS and that the reinforced GRS can be used for high-strength foundation and embankment construction. The study provides an analysis of strategies for mitigating and managing GRS slope failures, as well as enhancing roadbed performance.展开更多
密钥交换协议能确保两个用户在不受信任的通道中安全交换密钥,其中Diffie-Hellman协议最为著名。但随着量子计算技术的发展,基于经典数论问题的密钥交换协议逐渐变得脆弱。因此,后量子密码学受到了关注,基于格的密码学成为其中最具吸引...密钥交换协议能确保两个用户在不受信任的通道中安全交换密钥,其中Diffie-Hellman协议最为著名。但随着量子计算技术的发展,基于经典数论问题的密钥交换协议逐渐变得脆弱。因此,后量子密码学受到了关注,基于格的密码学成为其中最具吸引力的领域之一。目前,基于容错学习(Learning with Errors,LWE)问题的格密码是主流。提出了一种基于群环上的容错学习(LWE from Group Rings,GR-LWE)问题的密钥交换协议,将密钥交换协议扩展到二面体非交换群环上,提供了长期安全性,并且可抵抗量子计算机的攻击。展开更多
为系统解决硬度自动化检测系统的测量系统分析(Measurement System Analysis, MSA)应用难题,阐述了其MSA的特殊性,指出传统重复性与再现性(Gage Repeatability and Reproducibility, GR&R)方法在变异源识别与实验设计上的局限性。...为系统解决硬度自动化检测系统的测量系统分析(Measurement System Analysis, MSA)应用难题,阐述了其MSA的特殊性,指出传统重复性与再现性(Gage Repeatability and Reproducibility, GR&R)方法在变异源识别与实验设计上的局限性。在此基础上,提出一种“过程解耦-混合GR&R”实验策略,将硬度检测流程解耦为压痕生成(破坏性)与压痕测量(非破坏性)2个子过程,分别采用嵌套设计与交叉设计进行变异源分离与量化。通过构建双检测单元自动化平台,开展系统的MSA实验,运用方差分析法评估设备重复性、再现性及交互作用的影响。研究结果表明:所提出的方法能有效识别主导变异源,为硬度自动化检测系统的性能评估与优化提供了可行的分析框架,具有较强的工程适用性与推广价值。展开更多
基金the support provided by the National Natural Science Foundation of China(Grant Nos.52278336 and 42302032)Guangdong Basic and Applied Research Foundation(Grant Nos.2023B1515020061).
文摘Granite residual soil (GRS) is a type of weathering soil that can decompose upon contact with water, potentially causing geological hazards. In this study, cement, an alkaline solution, and glass fiber were used to reinforce GRS. The effects of cement content and SiO_(2)/Na2O ratio of the alkaline solution on the static and dynamic strengths of GRS were discussed. Microscopically, the reinforcement mechanism and coupling effect were examined using X-ray diffraction (XRD), micro-computed tomography (micro-CT), and scanning electron microscopy (SEM). The results indicated that the addition of 2% cement and an alkaline solution with an SiO_(2)/Na2O ratio of 0.5 led to the densest matrix, lowest porosity, and highest static compressive strength, which was 4994 kPa with a dynamic impact resistance of 75.4 kN after adding glass fiber. The compressive strength and dynamic impact resistance were a result of the coupling effect of cement hydration, a pozzolanic reaction of clay minerals in the GRS, and the alkali activation of clay minerals. Excessive cement addition or an excessively high SiO_(2)/Na2O ratio in the alkaline solution can have negative effects, such as the destruction of C-(A)-S-H gels by the alkaline solution and hindering the production of N-A-S-H gels. This can result in damage to the matrix of reinforced GRS, leading to a decrease in both static and dynamic strengths. This study suggests that further research is required to gain a more precise understanding of the effects of this mixture in terms of reducing our carbon footprint and optimizing its properties. The findings indicate that cement and alkaline solution are appropriate for GRS and that the reinforced GRS can be used for high-strength foundation and embankment construction. The study provides an analysis of strategies for mitigating and managing GRS slope failures, as well as enhancing roadbed performance.
文摘密钥交换协议能确保两个用户在不受信任的通道中安全交换密钥,其中Diffie-Hellman协议最为著名。但随着量子计算技术的发展,基于经典数论问题的密钥交换协议逐渐变得脆弱。因此,后量子密码学受到了关注,基于格的密码学成为其中最具吸引力的领域之一。目前,基于容错学习(Learning with Errors,LWE)问题的格密码是主流。提出了一种基于群环上的容错学习(LWE from Group Rings,GR-LWE)问题的密钥交换协议,将密钥交换协议扩展到二面体非交换群环上,提供了长期安全性,并且可抵抗量子计算机的攻击。
文摘为系统解决硬度自动化检测系统的测量系统分析(Measurement System Analysis, MSA)应用难题,阐述了其MSA的特殊性,指出传统重复性与再现性(Gage Repeatability and Reproducibility, GR&R)方法在变异源识别与实验设计上的局限性。在此基础上,提出一种“过程解耦-混合GR&R”实验策略,将硬度检测流程解耦为压痕生成(破坏性)与压痕测量(非破坏性)2个子过程,分别采用嵌套设计与交叉设计进行变异源分离与量化。通过构建双检测单元自动化平台,开展系统的MSA实验,运用方差分析法评估设备重复性、再现性及交互作用的影响。研究结果表明:所提出的方法能有效识别主导变异源,为硬度自动化检测系统的性能评估与优化提供了可行的分析框架,具有较强的工程适用性与推广价值。
