摘要
为了研究碾压沙漠砂贫混凝土饱水软化后的物理力学特征,开展了不同配合比下的饱水软化试验,结果表明:(1)质量吸水率约为10%~22%,体积吸水率约为18%~40%;(2)饱水软化后抗压强度下降约50%~60%,故软化系数约为0.4~0.5;(3)试块的耗散能系数随水泥含量的增加而增大,延性系数则相反,与干燥时相比,饱水后两者均略有下降。
In order to study the physical and mechanical characteristics of rolled desert sand lean concrete after water saturation softening,water saturation softening tests under different mix proportions were carried out.The results show that(1)The mass water absorption is about from 10%to 22%,and the volume water absorption is about from 18%to 40%;(2)After saturated softening,the compressive strength decreases about from 50%to 60%,so the softening coefficient is about from 0.4 to 0.5;(3)The dissipated energy coefficient of the test block increases with the increase of cement content,while the ductility coefficient is on the contrary,compared with dry,both of them decrease slightly after water saturation.
作者
邹承君
关英林
康亚明
ZOU Chengjun;GUAN Yinglin;KANG Yaming(Chemical Science and Engineering College,North Minzu University,Yinchuan 750021,China;School of Electromechanical Engineering,North Minzu University,Yinchuan 750021,China)
出处
《混凝土》
CAS
北大核心
2024年第3期74-77,共4页
Concrete
基金
国家自然科学基金(51569001)
北方民族大学校企联合横向项目(2102000247)。
关键词
沙漠砂贫混凝土
饱水软化
抗压强度
吸水率
吸能特征
desert sand lean concrete
saturation softening
compressive strength
water absorption
energy absorption characteristics