摘要
研究了在-110℃超低温养护时间与含水率等因素对水灰比为0.31的高强砂浆的抗压和抗折强度发展的影响,采用最小二乘法非线性拟合法研究并提出了高强砂浆在超低温下强度发展方程。结果表明:高强砂浆在超低温下抗压强度与抗折强度均可以表示为超低温养护时间和含水率的函数关系,与超低温养护时间成指数关系,而与含水率成二次函数关系;含水率对高强砂浆超低温下抗折强度的影响大于其对超低温下抗压强度的影响。
Effects of curing time at -110℃and moisture content on the compressive strength and flexural strength of high strength mortar in a water to cement ratio of 0.31 were investigated.The equation of strength development of high strength mortar at -110℃was proposed via a nonlinear least square method.The results indicate that the compressive and flexural strength of high strength mortar at -110℃can be determined by a function with curing time at -110℃and moisture content.There exists a quadratic relationship between strength and moisture and an exponential relationship between strength and curing time at -110℃.The influence of moisture content on the flexural strength of mortar at rather low temperature is more intensive than that on the compressive strength.
出处
《硅酸盐学报》
EI
CAS
CSCD
北大核心
2011年第4期703-707,共5页
Journal of The Chinese Ceramic Society
基金
国家自然科学基金(51078269)
国家科技支撑计划(2011BAE14B06)资助项目
关键词
强度
超低温
养护时间
含水率
最小二乘法
strength
ultra low temperature
curing time
moisture content
least square method