在Bengganggang的墙壁崩塌对土壤剪切强度和粘土表面性能的特定离子效应
Bifei Huang1,2, Maojin Yang2, Honglin Zhong2
1Department of Forensic Science, Fujian Police College, Fuzhou, Fujian, China.
PeerJ
|September 9, 2024
概括
中国南部的冈侵蚀因土壤和水的流失而恶化. 用K+,NH4+和Cs+等特定酸盐和土壤可以增加剪切强度,提高倒塌墙壁的稳定性和减少侵蚀.
科学领域:
- 土壤科学 土壤科学
- 地质技术工程 地质技术工程
- 环境科学 环境科学
背景情况:
- 在中国南部的丘陵花岩地区,benggangs是严重的土壤侵蚀问题.
- 这种侵蚀导致土壤和水的大量流失,降低了土壤质量,并威胁到当地生态系统.
- 了解影响江稳定的因素对于有效管理至关重要.
研究的目的:
- 从典型的Benggang土壤中分析土壤的物理化学和矿物质特性.
- 研究单价离子对土壤剪切强度和粘土表面性能的特定影响.
- 为了为江解释和实践治疗策略提供科学基础.
主要方法:
- 从Benggang倒塌的墙壁收集了红色土壤,沙土和碎片土壤.
- 分析了土壤的物理化学和矿物质特性.
- 用五种不同的单价 (Li+,Na+,K+,NH4+,Cs+) 和土壤样本来检查它们对剪切强度和粘土表面性能的影响.
主要成果:
- 红色土壤表现出较高的粘土含量,可塑性和剪切强度,与沙和碎土相比.
- 和K+,NH4+和Cs+的土壤比和Li+和Na+的土壤具有显著的凝聚力.
- 单价子影响了粘土粒子的泽塔潜力和剪切平面厚度,证明了对粘土表面性能的特定离子效应.
结论:
- 特定的单价酸 (K+,NH4+,Cs+) 通过改变粘土表面特性来增强土壤剪切强度.
- 增加的剪切强度提高了倒塌墙壁的稳定性,可能降低了Benggang侵蚀强度.
- 这些发现为开发减轻江侵蚀的实际治疗提供了科学基础.
更多相关视频
相关概念视频
Behavior of Concrete Under Compressive Load
150
Concrete exhibits specific behaviors under different compressive loads. Understanding this is crucial for understanding its structural integrity. When concrete undergoes uniaxial compression, it tends to develop cracks that run parallel to the direction of the force. These parallel cracks stem from localized tensile stresses that occur perpendicular to the compression direction. Additionally, angled cracks may appear due to the formation of shear planes.
As the concrete specimen fractures under...
As the concrete specimen fractures under...
150
Bonding and Strength of Aggregate
143
The bond between aggregate particles and the cement matrix is significantly influenced by the shape and surface texture of the aggregates. High-strength concretes benefit from a rougher texture, which leads to stronger bonding due to greater adhesion. Angular aggregates with larger surface areas also enhance this bond. The bonding quality, however, is complex to assess as no universally accepted test exists. Good bonding is indicated when a crushed concrete specimen shows some aggregate...
143
Strength of Cement
127
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...
127
Ionic Strength: Effects on Chemical Equilibria
1.4K
The addition of an inert ionic compound increases the solubility of a sparingly soluble salt. For example, adding potassium nitrate to a saturated solution of calcium sulfate significantly enhances the solubility of calcium sulfate. Le Châtelier's principle cannot predict this shift in the equilibrium. Instead, this could be explained in terms of changes in the effective concentration of the ions in solution in the presence of added inert salt.
In this solution, the primary...
In this solution, the primary...
1.4K
Unsoundness of Aggregate due to Volume Change
98
Unsoundness in aggregates due to volume changes is primarily caused by the physical alterations aggregates undergo, such as freezing and thawing, thermal changes, and wetting and drying. Unsound aggregates, when subjected to these changes, result in volume change upon disintegration. This, in turn, contributes to the deterioration of concrete, including scaling, pop-outs, and cracking. Particular types of aggregates, such as porous flints, cherts, and those containing clay minerals, are...
98
Effect of Sea Water on Concrete
199
Concrete exposed to seawater can undergo degradation like the dissolution of ettringite and gypsum, increasing the material's porosity and decreasing its strength. In contrast, the crystallization of salts within the concrete's pores can cause expansion, particularly above the waterline where evaporation occurs. Nonetheless, this expansion only happens when seawater, enabled by the concrete's permeability, manages to infiltrate the structure.
Concrete in areas between tide marks,...
Concrete in areas between tide marks,...
199


