在干燥和潮湿周期下,水泥-石膏红色粘土的道路性能
Yunke Liu1, Kaisheng Chen1, Hao Jian1
1School of Civil Engineering, Guizhou University, Guiyang, Guizhou Province, China.
PloS one
|December 19, 2024
概括
水泥-合石膏-红色粘土混合物在湿干循环下显示强度降低,但符合道路施工标准. 一个水稳定器提高了耐用性,使材料适合高速公路路面.
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
- 土木工程 土木工程是指土木工程.
背景情况:
- 道路建设往往面临着材料耐用性和稳定性的挑战.
- 调查可持续和经济有效的道路床材料替代品至关重要.
- 作为一种副产品的石,为土木工程应用提供了利用的机会.
研究的目的:
- 在循环干湿条件下评估水泥-石膏-红粘土 (CPRC) 混合物的道路性能和机制.
- 评估CPRC作为高速公路项目的路床填充材料的适用性.
- 了解水稳定剂 (SCA-2) 对CPRC混合物的特性的影响.
主要方法:
- 系统地研究不同比例的CPRC混合物 (水泥,石,红色粘土,SCA-2).
- 在干燥和潮湿循环下进行不受限制的压力强度和加利福尼亚轴承比率 (CBR) 测试.
- 在测试道路 (国家公路G210) 上进行验证,以评估现实世界的性能.
- 微结构分析以了解水稳定剂的作用.
主要成果:
- CPRC不受限制的压力强度随着湿干周期下降,在初始周期后稳定.
- CBR值符合高速公路和I类道路设计规范的要求.
- 通过改变矿物成分和减少漏通道,SCA-2降低了混合物的强度,但显著提高了水的稳定性.
- 测试道路性能显示平滑,密集的路床没有损坏和定居在特定范围内的迹象.
结论:
- CPRC混合物,特别是与SCA-2混合物,显示出适用于道路床应用的工程性能.
- 水稳定器提高了材料的长期耐用性和防水性.
- CPRC (水泥5%,石47.5%,红粘土47.5%,SCA-2 5%) 是高速公路和主要道路基层填充物的可行选择.
更多相关视频
05:36Production and Analysis of Sporosarcina pasteurii Biocement Bricks Using Custom 3D-Printed Molds for Unconfined Compression Tests
Published on: March 7, 2025
195
06:27Expression of Cementitious Pore Solution and the Analysis of Its Chemical Composition and Resistivity Using X-ray Fluorescence
Published on: September 23, 2018
9.2K
相关概念视频
Types of Cement I
102
Portland cement comes in several types, each with distinct properties and applications based on their chemical composition and hydration characteristics:
Type I (Ordinary Portland Cement) is widely used for general construction where special properties are not required. It has moderate sulfate resistance and heat of hydration.
Type II (Modified Cement) offers moderate resistance to sulfate attack and a lower rate of heat development compared to Type I. It is suitable for structures in...
Type I (Ordinary Portland Cement) is widely used for general construction where special properties are not required. It has moderate sulfate resistance and heat of hydration.
Type II (Modified Cement) offers moderate resistance to sulfate attack and a lower rate of heat development compared to Type I. It is suitable for structures in...
102
Hydration of Cement
197
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...
197
Mortar Properties
112
Mortar properties encompass a range of characteristics crucial for construction and masonry work, including workability, water retention, bond strength, durability, compressive strength, volume change, and appearance. Workability refers to mortar's ability to be easily applied and manipulated without sagging or falling off surfaces, which is important for efficient masonry unit placement and alignment. Water retention is essential to prevent the mortar from losing moisture too quickly to...
112
Types of Cement II
93
Portland blast-furnace cement is made by blending Portland cement clinker with granulated blast-furnace slag, which accounts for 25 to 65 percent of the cement's weight. Despite its similarities to ordinary Portland (Type I) cement in terms of fineness and setting times, its early strength is lower, though it achieves comparable strength later on. It's particularly suited for mass concrete structures and marine environments due to its lower heat of hydration and superior sulfate...
93
Strength of Cement
122
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...
122
Soundness of Cement
143
The soundness of cement refers to the ability of cement paste to retain its volume after setting. Unsound cement can lead to expansion and structural damage due to the presence of free lime, magnesia, and calcium sulfate. Free lime hydrates very slowly, expanding and causing unsoundness, which is difficult to detect because it intercrystallizes with other compounds. Magnesia also reacts with water, forming crystals that can disrupt the cement's structure. Calcium sulfate can create...
143
