吴智敏

个人信息Personal Information

教授

博士生导师

硕士生导师

性别:男

毕业院校:大连理工大学

学位:博士

所在单位:建设工程学院

学科:结构工程

办公地点:大连理工大学建设工程学部,4号楼317

联系方式:电话:+86 411 84709842 手机:+86 13998693019

电子邮箱:wuzhimin@dlut.edu.cn

扫描关注

论文成果

当前位置: 中文主页 >> 科学研究 >> 论文成果

An experimental study on the workability of self-compacting lightweight concrete

点击次数:

论文类型:期刊论文

发表时间:2009-05-01

发表刊物:CONSTRUCTION AND BUILDING MATERIALS

收录刊物:SCIE、EI、Scopus

卷号:23

期号:5

页面范围:2087-2092

ISSN号:0950-0618

关键字:Self-compacting lightweight concrete; Mix proportion design; Workability; Dynamic text; Static rest

摘要:Numerous investigations have been conducted on self-compacting concrete (SCC) and lightweight aggregate concrete (LWAC), but there are relatively very few studies on self-compacting lightweight concrete (SCLC). This paper deals mainly with the mix proportion design for SCLC and its workability. By considering the water absorption of lightweight aggregate (LWA), two mix proportions for SCLC are designed by the overall calculation method with fixed fine and coarse aggregate contents. The workability of the two types of fresh SCLCs is quantitatively evaluated by the slump flow, V-funnel, L-box, U-box, wet sieve segregation, and surface settlement tests. The uniformity of distribution of LWAs along the specimen is also evaluated by the column segregation test and the cross-section images. Based on the experimental results, a detailed analysis is conducted. It is found that the two types of fresh SCLCs have good fluidity, deformability, filling ability, uniform aggregate distribution and minimum resistance to segregation. It can be concluded that the two mix proportions for SCLC presented in this paper satisfy various requirements for workability and can be used for the design of practical concrete structures. (C) 2008 Elsevier Ltd. All rights reserved.