期刊
CONSTRUCTION AND BUILDING MATERIALS
卷 35, 期 -, 页码 491-496出版社
ELSEVIER SCI LTD
DOI: 10.1016/j.conbuildmat.2012.04.043
关键词
Concrete; Water seepage law; Permeability; Tension; Cracks; Waterproofing durability
资金
- National Basic Research Program of China (973 Program) [2009CB623203]
The waterproofing durability of concrete is an attentive focus in underground engineering and hydraulic structures. Water seepage law in non-cracked concrete, concrete under tension, straight smooth surface cracks and real cracks in concrete were mainly studied in this paper. And the waterproofing capacity of concrete was analyzed based on the research results. The experimental results indicated that Non-Darcy model was followed in non-cracked concrete weather it bears tensile stress or not. There existed a balance depth in the process of the water permeation. Tensile stress could change the starting pressure gradient (lambda) of concrete. With the increase of tension, the lambda decreased. When the concrete was cracked, water infiltrated into the concrete through cracks, the linear Darcy Law was followed in this case. To characterize the water seepage law in the real concrete cracks, two parameters tau (tortuosity of cracks) and m (toughness of cracks) were introduced into the Navier-Stokes Equation. And the result indicated the modified Navier-Stokes Equation could describe the seepage law in real concrete cracks well and the value of m in the real concrete cracks was less than 1.15 according to the experimental results. (C) 2012 Elsevier Ltd. All rights reserved.
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