用EICP和子纤维凝固的石灰砂的一维压缩行为
Xueliang Jiang1,2, Haodong Wang3, Hui Yang1,2
1School of Intelligent Transportation and Engineering, Guangzhou Maritime University, Guangzhou, 510725, China.
Scientific reports
|April 8, 2025
概括
酶诱导的碳酸沉 (EICP) 与子纤维相结合,有效地提高了矿砂的可压缩性. 这种处理增强了南海岛屿建设的基础稳定性.
科学领域:
- 地质技术工程 地质技术工程
- 材料科学 材料科学 材料科学
- 生物技术是生物技术.
背景情况:
- 石灰岩砂的高压缩性限制了其在南中国海岛屿建设中的使用.
- 对于高要求的工程应用,现有的石灰岩砂处理方法可能不足.
研究的目的:
- 为了研究酶诱导碳酸沉 (EICP) 和纤维对加尔卡莱尼特砂的一维压缩特性的综合作用.
- 开发预测模型来评估和优化石砂基础性能.
主要方法:
- 一维压缩测试是在用不同的EICP粘合时间,子纤维含量和相对密度处理的石灰岩砂上进行的.
- 使用哈里斯函数来分析模型参数和治疗变量之间的关系,对实验数据进行了调整.
- 在Matlab中使用拉索规范化和多项式回归来建立压缩特征的预测模型.
主要成果:
- 增加EICP接周期减少了空隙比率的减少,表明压缩能力有所改善.
- 科尔纤维的添加最初减少,然后增加空隙比率的减少,显示出复杂的相互作用.
- 哈里斯函数拟合和多项式模型在预测石砂的行为方面表现出高准确度.
结论:
- 对EICP和子纤维的协同应用显著改善了石砂的压缩特性.
- 开发的预测模型为优化沿海工程项目的石灰岩砂基础提供了理论基础.
- 这项研究为在具有挑战性的海洋环境中可持续建筑实践提供了宝贵的见解.
更多相关视频
相关概念视频
Porosity in Cement Paste
96
The porosity of concrete is a measure of the void spaces within its structure. These spaces impact its strength and durability significantly. When water and cement interact, a chemical reaction called hydration creates a semi-solid paste. This paste includes combined water, making up approximately 23% of the cement's dry mass, and gel water, which fills minuscule voids known as gel pores, accounting for about 28% of the cement gel volume.
The balance of water to cement in the mix is...
The balance of water to cement in the mix is...
96
Hydration of Cement
173
Hydration of cement is a chemical reaction between cement particles and water. This process occurs primarily through two mechanisms: through-solution and topochemical. In the through-solution process, anhydrous compounds dissolve into their constituents, hydrates form in the solution, and then precipitate from the supersaturated solution. The topochemical process involves solid-state reactions at the cement particle surface. The through-solution process dominates the topochemical process at the...
173
Strength of Cement
115
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...
115
Abrasion Resistance of Concrete
85
Abrasion resistance is an essential characteristic of concrete that determines its durability and longevity under various wear conditions. Concrete surfaces are vulnerable to different types of abrasion. For instance, surfaces may wear down due to the constant movement of vehicles or be eroded by solids carried in water, as seen in concrete canal linings. Specific tests are conducted to measure the abrasion resistance of concrete.
One such test is the revolving disc test, where three plates...
One such test is the revolving disc test, where three plates...
85
Carbonation Shrinkage
95
Atmospheric CO2 penetrates the concrete's pores and, in the presence of moisture, forms carbonic acid, which then reacts with calcium hydroxide in the hydrated cement, forming calcium carbonate. This process reduces the concrete's volume and is termed carbonation shrinkage.
The concrete's permeability is slightly reduced as calcium carbonate produced during the reaction fills its pores. Furthermore, its strength is slightly enhanced as the water released during the reaction...
The concrete's permeability is slightly reduced as calcium carbonate produced during the reaction fills its pores. Furthermore, its strength is slightly enhanced as the water released during the reaction...
95
Deleterious Substances in Aggregate
129
Deleterious substances in aggregates can be detrimental to the quality and durability of concrete. These substances include organic impurities like loam, which interfere with cement hydration and are usually present in the sand. These prevent a good bond between aggregate and cement paste. Organic impurities can be detected using the colorimetric test, where the darkness of a solution after agitation indicates the level of organic content.
Another type of impurity is clay and fine material that...
Another type of impurity is clay and fine material that...
129


