期刊文献+
共找到5篇文章
< 1 >
每页显示 20 50 100
配合比设计参数对高性能混凝土抗冻性敏感特性的影响 被引量:20
1
作者 高蕾 陈拴发 《交通运输工程学报》 EI CSCD 北大核心 2006年第4期27-31,共5页
为考察不同配合比设计参数对高性能混凝土抗冻性敏感特性的影响规律和显著性关系,利用正交试验方法,选取水胶比、粉煤灰掺量和砂率作为考察因素,计算300次冻融循环后混凝土试件的抗折强度损失率和质量损失率,并进行极差和方差分析。研... 为考察不同配合比设计参数对高性能混凝土抗冻性敏感特性的影响规律和显著性关系,利用正交试验方法,选取水胶比、粉煤灰掺量和砂率作为考察因素,计算300次冻融循环后混凝土试件的抗折强度损失率和质量损失率,并进行极差和方差分析。研究结果表明:水胶比对高性能混凝土抗冻性有显著的影响,而粉煤灰掺量和砂率均无显著影响;冻融循环试验后的质量损失率不能准确地描述混凝土的抗冻性,而抗折强度对冻融循环试验比较敏感,建议采用抗折强度损失率作为高性能混凝土抗冻性的评价指标。 展开更多
关键词 路面工程 高性能混凝土 配合比设计参数 抗冻性
下载PDF
Experiment on the frost resistance of Modified Phospho Gypsum: A case used to Improve Baozhong Railway Subgrade loess 被引量:4
2
作者 ZHAO Meng GUO Wei +1 位作者 CHEN Li-yi WANG Shan-yong 《Journal of Mountain Science》 SCIE CSCD 2019年第12期2920-2930,共11页
It has been widely recognized that loess has a low stability and permeability,and it is susceptible to a sudden decrease in total volume or collapse upon wetting.When the railway subgrade was under the dynamic trainlo... It has been widely recognized that loess has a low stability and permeability,and it is susceptible to a sudden decrease in total volume or collapse upon wetting.When the railway subgrade was under the dynamic trainload,the loess subgrade was prone to instability and liquefaction.loess is higher than that of the cement modified loess,but lower than that of the MPG modified loess.However,the coefficient of permeability for the MPGcement modified loess has an opposite result,and the MPG-cement modified loess specimens have the best frost resistance.In addition,the mechanism of MPG-Bao Zhong railway is a key railway for Guyuan city,in Ningxia province of China,which is an important city of the Belt and Road.Due to the influence of largearea flood irrigation on the farmland,the subgrade had a degree of settlement.The settlement had not been alleviated after three treatments,which seriously affected the safety of the train.For this reason,cement,Modified Phospho Gypsum(MPG)and MPGcement were used to reinforce the subgrade loess,and the unconfined compressive strength test,permeability test and freeze-thaw cycle test were carried out.Then the compressive strength,impermeability and frost resistance of the three were analyzed and compared.The results indicate that the compressive strength of the MPG-cement modified cement modified loess is discussed.It is found that cement and MPG have two hydration reactions with water in loess.Ettringite,the hydration reaction product,which not only fills the pores,restricts the movement of the soil particles,but also acts as a connecting soil particle in the soil particles.Therefore,the strength of the modified loess continues to increase,and the physical properties of the modified loess are improved. 展开更多
关键词 LOESS Modified Phospho Gypsum frost resistance Freeze-thaw cycle
下载PDF
Frost Resistance and Damage Velocity of Compressively Preloaded Concrete
3
作者 陈思佳 宋晓冰 刘西拉 《Journal of Donghua University(English Edition)》 EI CAS 2012年第3期215-221,共7页
The frost resistance and compressive strength degradation of concrete under the simultaneous action of compressive load and freeze-thaw cycles were experimentally investigated. Air-entrained and non-air-entrained spec... The frost resistance and compressive strength degradation of concrete under the simultaneous action of compressive load and freeze-thaw cycles were experimentally investigated. Air-entrained and non-air-entrained specimens with different water/cement(w/c) ratios were subjected to different compressive stress by specially designed apparatus, while the specimens suffered freeze-thaw cycles. In order to track the strength degradation process, the nondestructive tests were carried out after each freeze-thaw cycle got the residual strength for each specimen. Based on the experimental data, a variable Kss was proposed to describe the damage velocity. Experimental results indicate that the deterioration processes are accelerated by the compressive loads, and the damage velocity increases with the increases of the preloading levels and w/c ratios. The air entrainment decreases the damage velocity and improves the frost resistance of non-air-entrained concrete, although it would reduce the compressive strength of concrete. 展开更多
关键词 compressive strength degradation frost resistance freeze-thaw cycle damage velocity preloading level
下载PDF
C50渡槽高性能混凝土耐久性研究
4
作者 贺图升 李北星 《粉煤灰综合利用》 CAS 2010年第2期7-10,共4页
基于渡槽混凝土病害严重、耐老化性能差等问题,采用萘系和聚羧酸盐两种高效减水剂,根据不同水胶比、粉煤灰掺量、粉煤灰矿粉复掺配制出C50渡槽高性能混凝土,并测试混凝土的抗氯离子扩散系数、抗冻性和抗碳化性能等耐久性指标,分析水胶... 基于渡槽混凝土病害严重、耐老化性能差等问题,采用萘系和聚羧酸盐两种高效减水剂,根据不同水胶比、粉煤灰掺量、粉煤灰矿粉复掺配制出C50渡槽高性能混凝土,并测试混凝土的抗氯离子扩散系数、抗冻性和抗碳化性能等耐久性指标,分析水胶比、粉煤灰掺量、粉煤灰矿粉复掺对其耐久性的影响。结果显示:随着粉煤灰掺量增加,混凝土的抗氯离子渗透性能有所提高,但抗冻性能和抗碳化性能均呈下降趋势;粉煤灰矿粉复掺提高了混凝土的抗氯离子渗透性能和抗碳化性能,抗冻性略有降低。 展开更多
关键词 渡槽高性能混凝土 氯离子渗透性 抗冻性 碳化.
下载PDF
多孔性基层混合料抗冻融耐久性试验方法 被引量:3
5
作者 马骉 王秉纲 《公路》 北大核心 2006年第5期169-172,共4页
水泥稳定粒料等多孔性基层混合料在多年冻土等冻融循环频繁剧烈的地区应用时,设计中应重视抗冻融耐久性的试验评价,但目前尚无统一的试验方法。以多年冻土地区广泛使用的水泥稳定砂砾基层混合料为对象,通过控制试件湿度,模拟基层实际使... 水泥稳定粒料等多孔性基层混合料在多年冻土等冻融循环频繁剧烈的地区应用时,设计中应重视抗冻融耐久性的试验评价,但目前尚无统一的试验方法。以多年冻土地区广泛使用的水泥稳定砂砾基层混合料为对象,通过控制试件湿度,模拟基层实际使用中的最不利湿度状况下的冻融循环试验,分析了冻融循环次数和试件湿度状况对基层混合料耐冻系数的影响。研究得出:模拟混合料使用最不利湿度状况进行冻融试验时,水泥稳定砂砾的耐冻系数随冻融循环次数的增加而不断减小,约8次循环后基本处于稳定状态;湿度对多孔性基层混合料的抗冻融耐久性评价结果有明显影响,不宜直接采用水泥混凝土的饱水冻融试验方法。结果表明:对于多孔性基层混合料的抗冻融耐久性评价,采用控制试件湿度模拟基层的最不利湿度状况进行冻融试验,以10次冻融循环时弯拉强度损失表示的耐冻系数作为评价指标,评价结果稳定,更符合实际使用情况。 展开更多
关键词 多孔性基层混合料 水泥稳定砂砾 湿度 抗冻融耐久性 试验方法
原文传递
上一页 1 下一页 到第
使用帮助 返回顶部