版权说明 操作指南
首页 > 成果 > 详情

Strength, fracture and fatigue of pervious concrete

认领
导出
下载 Link by DOI
反馈
分享
QQ微信 微博
成果类型:
期刊论文
作者:
Chen, Yu*;Wang, Kejin;Wang, Xuhao;Zhou, Wenfang
通讯作者:
Chen, Yu
作者机构:
[Chen, Yu; Zhou, Wenfang] Changsha Univ Sci & Technol, Sch Traff & Transportat Engn, Changsha 410004, Hunan, Peoples R China.
[Wang, Kejin; Wang, Xuhao; Chen, Yu] Iowa State Univ, Dept Civil Construct & Environm Engn, Ames, IA 50010 USA.
通讯机构:
[Chen, Yu] I
Iowa State Univ, Dept Civil Construct & Environm Engn, Ames, IA 50010 USA.
语种:
英文
关键词:
Fatigue life;Fracture toughness;Pervious concrete;Size effect;Strength
期刊:
Construction and Building Materials
ISSN:
0950-0618
年:
2013
卷:
42
页码:
97-104
基金类别:
Table 6 provides the compressive and flexural strengths of all the pervious concrete mixes studied. As seen in the table, SPC and PPC mixes produced in this research all have good strengths (higher than 32 MPa), even for the mixes having porosity close to 25%. More detailed analyses of the strength results are presented below.
机构署名:
本校为第一机构
院系归属:
交通运输工程学院
摘要:
Pervious concrete is increasingly used in the pavements and overlays subjected to heavy traffic and in cold weather regions. In the present study, strength, fracture toughness and fatigue life of two types of pervious concrete, supplementary cementitious material (SCM)-modified pervious concrete (SPC) and polymer-modified pervious concrete (PPC), are investigated. The results indicate that high strength pervious concrete (32-46 MPa at 28 days depending upon the porosity) can be achieved through both SCM-modification, using silica fume (SF) and ...

反馈

验证码:
看不清楚,换一个
确定
取消

成果认领

标题:
用户 作者 通讯作者
请选择
请选择
确定
取消

提示

该栏目需要登录且有访问权限才可以访问

如果您有访问权限,请直接 登录访问

如果您没有访问权限,请联系管理员申请开通

管理员联系邮箱:yun@hnwdkj.com