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机构地区:[1]徐州工程学院土木工程学院,江苏徐州221018
出 处:《建筑技术》2017年第3期314-316,共3页Architecture Technology
基 金:江苏省"333工程"科研项目(BRA2015065);住房和城乡建设部科技计划项目(2011-K6-15)
摘 要:对经过0%σ_c,50%σ_c,65%σ_c,80%σ_c(压缩强度极限)4种载荷等级循环加载后的单掺粉煤灰、单掺矿粉和复合掺料混凝土进行吸水性试验研究。观察其表面吸水概貌,分析载荷等级对吸水高度和吸水率参数的影响。结果表明,当载荷小于50%σ_c时,孔隙结构发生弹性变形,微裂纹发展缓慢;当载荷在50%σ_c^65%σ_c范围内,混凝土试件中出现少数裂纹;当载荷大于65%σ_c时,混凝土试件中出现较多数贯穿裂纹;随着载荷等级增大,混凝土的吸水高度和吸水率明显增大,吸水高度h与t^(1/2)呈负指数关系。Tests for concrete with fly ash, concrete with slag, concrete with flash and slag after cyclic loading of four different load level which were 0%σc, 50%σc, 65%σc, 80%σc (σc is compressive strength limit) were conducted. The water absorption of surface was observed and the influence of load level on suction head and water absorption rate. The result showed that: When the load is smaller than 50%σc, pore structure produces elastic deformation and micro cracks develops slowly. When the load is between 50%σc and 65%σc, a few of cracks in concrete specimens appear. When the load is bigger 65%σc, most penetrating cracks appear. As the load level increased, the suction head, water absorption rate and porosity are increased significantly. Power exponent can describe the relation between suction head h and t^1/2.
分 类 号:TU528.58[建筑科学—建筑技术科学]
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