长江科学院院报Issue(3)：89-92,97,5.DOI:10.11988/ckyyb.20141005
固化疏浚泥室内渗透试验研究
Indoor Permeability Test for Solidified Dredged Mud
罗丽 1刘文白 1王晓琳 1张恩槐1
作者信息
- 1. 上海海事大学 海洋科学与工程学院，上海 201306
- 折叠
摘要
Abstract
In order to study the permeability characteristics of solidified dredged mud, we carry out indoor experi⁃ment with variable water head. During the experiment, the effects of curing condition, blending ratio of curing agent and curing age are taken into consideration. The results show that under given curing condition, permeability coeffi⁃cient decreases with the increase of blending ratio of curing agent and curing age. Furthermore, the range of appro⁃priate blending ratio of curing agent for permeability prevention in actual projects varies from 6%to 8%, and appro⁃priate blending ratio of curing agent with 10% of fly ash is 5%. The test results offer reference for engineering de⁃sign and construction in similar projects.关键词
固化疏浚泥/渗透试验/固化剂掺量/渗透系数/渗透特性Key words
solidified dredged mud/permeability test/blending ratio of curing agent/permeability coefficient/permeability characteristics分类
建筑与水利引用本文复制引用
罗丽,刘文白,王晓琳,张恩槐..固化疏浚泥室内渗透试验研究[J].长江科学院院报,2016,(3):89-92,97,5.
