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the use of salty water in concrete mix , or overloading(passive) caused byWeak concrete
Much too much waterwill resultin weak concrete
If not , there can be an adverse chemical reaction with the cementresultingin weak concrete
Properties of Aggregate - civilwing.blogspot Soft , porous aggregatescan resultin weak concrete
Too little cementcreatesweak concrete
A high water cement ratioalso resultsin lower strength concrete
the cement evenly distributed throughout the combocausesweak concrete
other materialsmay resultin weak concrete
Reactive aggregatescould resultin weak concrete
Recycled aggregates has micro cracks on its surfacecauseslow strength , low workability of concrete
a dehydrating and corrosive nature , which can cause the concrete to cure too quicklyresultsin weak concrete
does not bind wellresultingin weak concrete
the number of cracks in the structure(passive) is caused bylow strength concrete ,
National Institute of Technology Rourkela strength of the concreteresultingin lower concrete strength
will affect the water - cement ratio of the mixcausinglower strength of the concrete
The two biggest problemsresultin weak concrete
that bleeding of concrete was seenmay resultin to weak concrete strength
A defective mix of concretecan resultin low - strength concrete
incorrect mix ratioresultingin weak concrete
that strength and maximum aggregate grain size are inverse ratio with the help of the comprehensive testcausesweak concrete
2014 - 1 - 14 · structureleadingto concrete of low strength
then adding cement powder and water into the materialto createa low strength concrete
in the failure region(passive) was discoveredLow - strength concrete
unfortunately , exposure of the concrete liner to air flow brings about unsatisfactory curing of the concreteresultingin low strength concrete
a honeycomb structureleadingto concrete of low strength
a too high air contentleadsto low concrete strength
in early fatigue cracking of the pavementwill resultin early fatigue cracking of the pavement
to cracking , spauling and structural failure which can be extremely expensive to fix.)Inspection of Concrete Reinforcingcan leadto cracking , spauling and structural failure which can be extremely expensive to fix.)Inspection of Concrete Reinforcing
to shifts , crackscan leadto shifts , cracks
completion to be pushed back because of worries the floor would not be able to support steel constructioncausedcompletion to be pushed back because of worries the floor would not be able to support steel construction
structural crackscausesstructural cracks
at two locations : the concrete batching plant or the job sitecan originateat two locations : the concrete batching plant or the job site
from quality control problems and insufficient cementresultsfrom quality control problems and insufficient cement
from poor consolidation , improper mix - design , honeycombing , ASR , and other defects that result in areas or zones of lower strength concreteresultingfrom poor consolidation , improper mix - design , honeycombing , ASR , and other defects that result in areas or zones of lower strength concrete
the prestress losses to be greater than the predicted code valuescausedthe prestress losses to be greater than the predicted code values
at the airportdiscoveredat the airport
to dustingleadsto dusting
in wide crackswill resultin wide cracks
of cement , recycled steel slag , fly ash , and a certain amount of water [ 21composedof cement , recycled steel slag , fly ash , and a certain amount of water [ 21
as per Bureau of Indian Standards ( BIS ) code method [ 13designedas per Bureau of Indian Standards ( BIS ) code method [ 13