Gas and water permeability of cracked concrete archive ouverte hal. Permeability of cracked concrete, materials and structures. This study showed a similar result to that by tsukamoto in that the permeability of cracked concrete with crack widths. This report describes a prototype experiment developed and performed to measure the air permeability in a reinforced concrete shear wall, both before and after simulated seismic loading. During bridge maintenance operations, hydrophobic concrete sealers can reduce the permeability of water and the infiltration of corrosion reactants through concrete. Water permeability of cracked material significantly increased with increasing crack width. Material property characterization of ultrahigh performance concrete chapter 2. The concrete permeability in this study was tested in cracked concrete specimens with an initial load 40% of ultimate load applied on it and later checked for the water permeability under constant pressure. In the last decade, attempts have been made to study the effect of addition of fibres on permeability of frc using mono fibres. A feedbackcontrolled test was used to generate widthcontrolled cracks.
Crack effects on gas and water permeability of concretes. For example, sprinkel4 observed that sealants can be useful in reducing the permeability of chloride ions in the top 2 in of cracked and uncracked sections of a concrete. Standard impermeability test is used to evaluate the impermeability of concrete without bearing history. Investigation of properties of highperformance fiber. Effect of fibers on permeability and crack relaxation of. Pe r meability of concrete to water under hyd r ostatic head incre a s e d up to four orders of magnitude when the wc ratio was incre a s e d f r om 0. Effect of cracking on drying permeability and diffusivity of. Study on fiber concrete impermeability test and its. Permeability of uncracked material decreased from paste, mortar, normal strength concrete nsc to high strength concrete hsc. The samples considered in this investigation included a sample stored at 50% relative humidity, covered concrete, a concrete with an exposed vertical surface, a concrete on a drainable base, a concrete on a nondrainable base, and concrete that was submerged. This study is an attempt to isolate the effect of shrinkage and loadinduced cracks on the apparent water permeability. The goals of this research are to study the relationship between cracking and permeability of concrete and to compare the experimental results. The goal of the research presented here was to study the relationship between cracking and water permeability.
Permeability study of cracked concrete semantic scholar. Research laboratories have mostly used permeability tests on intact concrete for assessment and effectively ignored inservice cracking such as shrinkage and load induced cracks. Aug 04, 2006 permeability of cracked concrete aldea, c shah, s karr, a. A more appropriate testing method is needed to study permeability of cracked concrete. Experimental assessment of air permeability in a concrete. Researchers have used variety of mono fibres like steel, carbon, polypropylene, polyvinyl alcohol, nylon, and glass to study the permeability characteristics of cracked and uncracked concrete 2026. Jan 30, 2018 in a limited number of studies the oxygen permeability of cracked concrete and cementitious composites is evaluated. Say, a piece of concrete of thickness x mm is subjected to water pressure of p kpa for a time t. Cracked permeability of concrete is an important measure determined in this study which provides an actual estimation on the permeability properties of concrete under stressed conditions. Effect of shrinkage and loadinduced cracking on water. Portland cement concrete pavement permeability performance. Durability evaluation in concrete using cracked permeability and. Research article durability evaluation in concrete using. The objective of the current study was to develop an accurate mathematical descriptor for pore size distribution to relate to permeability and use for permeability prediction.
When a specimen is loaded to have a crack opening displacement smaller than 50 microns prior to unloading, the crack opening has little effect on concrete permeability. Water permeability was evaluated by a lowpressure water permeability test. State key laboratory of coastal and offshore engineering, dalian university of technology, dalian 116024, china. Founded in 1904 and headquartered in farmington hills, michigan, usa, the american concrete institute is a leading authority and resource worldwide for the development, dissemination, and adoption of its consensusbased standards, technical resources, educational programs, and proven expertise for individuals and organizations involved in concrete design. The permeability of cracked concrete is evaluated by water permeability tests. Effect of cracking on corrosion of steel in concrete. Effect of axial compressive damage on gas permeability of ordinary.
The increase in concrete permeability due to the progression of cracks. The increase in concrete permeability due to the progression of cracks allows more water or aggressive chemical ions to penetrate into the concrete, facilitating deterioration. Various properties of cementbased materials are affected not only by total porosity but also by the size distribution of the porosity present. Permeability of cracked concrete northwestern scholars. Effect of cracking on water and chloride permeability of concrete. The objective of this study is to identify the possibilities of utilizing the quarry dust in concrete to obtain an improved strength and durability properties of concrete. In this study, feedback controlled splitting tests are introduced to. Experimentally measured permeability of uncracked and cracked. Effect of fibers on permeability and crack relaxation of cracked concrete. In the present study, the addition of quarry dust as alternative for natural sand has been investigated, and the durability properties of concrete were evaluated systematically by means of cracked water permeability and.
Cracks in concrete specimens are generated by splitting test and concrete specimens with crack width ranging from 0. Permeability of cracked steel fiberreinforced concrete. To address this concern, a study was initiated to estimate air leakage, driven by windgenerated pressure gradients, from a seismically damaged concrete structure. In the present research, feedback controlled splitting tests are introduced to generate. Results indicate that the largest cracked concrete permeability occurs in specimens with low concrete strength, low reinforcement ratio, higher cycle count loading protocols, low axial load, and low aspect ratio. Permeability of cracked steel fiberreinforced concrete national. In this study the properties of fibre reinforced concrete were compared with those of conventional concrete and also its environmental effects on durability of concrete. The present work studies the relationship between crack characteristics and concrete permeability. Additionally, work has been done by wang, et al 9 that focused on a single crack within concrete and measuring the permeability coefficient as a function of crack width. High quality concrete at an early age has a total void. Pdf permeability study of cracked concrete researchgate. The water permeability test results indicated that the relationships between permeability and material type differ for uncracked and cracked material, and that there was little thickness effect. Jan 31, 2017 thanks for a2a, permeability of concrete as has already been defined by others is the ease with which water flows through concrete. Durability evaluation in concrete using cracked permeability.
The impact of damage upon gas permeability and chloride diffusion through ordinary concrete oc and high performance concrete hpc was carried by an experiment in the present study. In the present study, permeability is measured using a constant head permeameter with. Experimental study on the strength characteristics and water. Gas and water permeability of concrete for reactor buildings. According to the present study, the permeability coefficient of concrete is about 103 102 cmsec when crack open ings are about 300 400 im, compared with 1010 109 cmsec for uncracked concrete. In this study, feedback controlled splitting tests are introduced to generate crack widthcontrolled concrete specimens.
The increase in concrete permeability due to the progression of. Permeability study of cracked concrete sciencedirect. The preliminary results indicate that crack openings generally accelerate water flow rate in concrete. When the crack opening displacement increases from 50 microns to about 200 microns, concrete permeability increases rapidly. Design of artificially cracked concrete specimens for.
The study showed that very early strength durable concretes can be achieved with proper attention to mixture. Permeability study of cracked concrete by kejin wang. Water permeability and autogenous healing of cracks in concrete authors. Uncracked hsc was less water permeable than nsc, as expected, but cracking changed the material behavior in terms of permeability. Permeability of concrete is not so much a function of the porosity as it is a function of the size, distribution and the continuity of capillary pores. Cracks in concrete generally interconnect flow paths and increase concrete permeability. Permeability study of cracked concrete national institute. The uhpc used in this study is a patented product of a major worldwide concrete manufacturer.
Estimation of water flow through cracked concrete under load. For cracks above 100 microns, nsc showed the highest permeability coefficient, where as mortar showed the lowest one. Chloride permeability of the cracked samples was evaluated using a rapid chloride permeability test and the water permeability of cracked concrete was then evaluated by a lowpressure water permeability test. Material property characterization of ultrahigh performance. May 05, 2012 air flow tests, in the form of pressure decay tests, were used to measure the permeability of the concrete at different loading stages.
164 1594 572 1389 492 338 1130 175 948 397 681 1223 725 255 1025 722 688 1500 1491 331 1336 970 230 320 1034 1479 295 672 1153 155 165 1479 135