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Smart Reasoning:

C&E

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Qaagi - Book of Why

Causes

Effects

higher strength characteristics than normal aggregateresultin more strength differences between slag aggregate concrete and natural aggregate concrete

the necessary moisture content in concreteresultsin the full development of strength of concrete

by variations in temperature(passive) caused byLarge difference in concrete strength

Strength testsare designedto measure the potential strength of concrete

the Purchase Agreementssetcertain specifications for concrete aggregate size

crushed aggregatescontributehigher strength in concreting compared to Concrete

This structurecontributesto the maximum characteristics of the concrete compressive strength

techniquedesignedto find out the concrete compressive strength

the interface bond strengthleadingto increased strength of concrete

water / cement ... ableto leadhigher strength of the concrete

water / cement ... ableto leadhigher strength of concrete

Moreover , when the water of the invention was applied to mixing of a ready - mixed concrete , the small clusters of the water enable increased density of concrete to be realizedthus leadingto increased strength of the concrete

Also , posts needto be accurately setin higher - strength concrete

The lower w / c ratioleadsthe higher strength of concrete

amount of alkaline solution ... polymerizationresultsin the increased strength of the concrete

the best ratio of fine crushed glass ... , and the effect of waste glass replacement on the expansion caused by Alkali - silica reaction ( ASRleadsto higher strength of concrete

the most important parametersinfluencethe result of concrete compressive strength

by its moisture level during the hardening process(passive) is influenced byConcrete 's strength

its moisture level during the hardening process(passive) is influenced byConcrete 's strength

fine crushed glassleadsto higher strength of concrete

aspect ratio of thI : specimen(passive) is influenced byMea.syred compressive strength of a given concrete

the same workabilityresultsin a higher strength concrete

its moisture level(passive) is influenced byConcrete 's strength

by its moisture level(passive) is influencedConcrete 's strength

new blendDoes ... resultin greater strength concrete

iii ) Addition of RHA in partial replacement of cementinvariably resultsin higher strength of concrete

any unreinforced section of pile below a cage designed to the level of any induced bending or shearmay be designedto carry the full compressive capacity of the concrete

a needto designconcrete mixes based on flexural strength

Material properties of the reinforcing steeldirectly contributeto the strength of the concrete section

a lower water to cement ratiowould resultin greater strength of the concrete

The aggregatescontributeto the overall strength of the concrete

The cold shearingdesignedin concrete permits size variations of concrete

Embedding within concrete members high strength steel cables ( tendons ) , which are placed within cables and tensioned after the concrete has hardenedcausingcompressive forces within the concrete

Tire crumbcontributestowards the strength of concrete

by other factors(passive) is influencedconcrete strength variability

the only factorsinfluencingstrength gain in concrete

the water - cement ratio ( w / c(passive) is influenced byThe ultimate strength of concrete

This proceduremay resultin the actual strength of concrete

Crusher > factorsinfluencethe crushing strength in concrete

the water - cementitious ratio ( w / cm(passive) is influenced byThe ultimate strength of concrete

concrete driveway picturespaintedconcrete driveway pictures

to resist loads purely because of it 's massis designedto resist loads purely because of it 's mass

to resist loads purely because ofis designedto resist loads purely because of

it to crackcausesit to crack

cracks in concrete drivewaycausescracks in concrete driveway

The structural system of the towers(passive) was completely designedThe structural system of the towers

in larger air void than conventional concreteresultsin larger air void than conventional concrete

cracks to formcausingcracks to form

to cracksleadto cracks

to possible failure of concrete buildingsleadingto possible failure of concrete buildings

to an improved bond capacitywill ... leadto an improved bond capacity

for Jan. 22 - 25 , 2019 , in Las Vegassetfor Jan. 22 - 25 , 2019 , in Las Vegas

failurecausesfailure

failure ... or is its resistance to rupturecausesfailure ... or is its resistance to rupture

their strength to the set concretecontributingtheir strength to the set concrete

in excessive expansion and cracks in the concretewill ... resultin excessive expansion and cracks in the concrete

to smaller sectionsleadsto smaller sections

alsoinfluencedalso

timesettingtime

The surface(passive) is composedThe surface

consistentlyhave ... resultedconsistently

to cracking , spalling , and delamination of the concreteleadto cracking , spalling , and delamination of the concrete

for general purpose usedesignedfor general purpose use

to cracking and concrete deteriorationleadsto cracking and concrete deterioration

in cracking and spallingresultin cracking and spalling

the rider to gaze in awe while the animals plodded along the stony riverbedcausedthe rider to gaze in awe while the animals plodded along the stony riverbed

in surface cracksresultingin surface cracks

what is meant by m20 grade concrete sieve analysis of fine and course aggregatescauseswhat is meant by m20 grade concrete sieve analysis of fine and course aggregates

Scaling of concretecan also causeScaling of concrete

A structural steel beam(passive) is setA structural steel beam

The ultimate bearing capacity of the HSHPRCSL model was found(passive) to be significantly influenced byThe ultimate bearing capacity of the HSHPRCSL model was found

to the porch entry and the private front patioleadto the porch entry and the private front patio

to improvement in concrete constructioncan leadto improvement in concrete construction

The Aggregate Quality Control / Quality Assurance Program(passive) is designedThe Aggregate Quality Control / Quality Assurance Program

to improving the tensile strength ( and bending strength ) of concretecan contributeto improving the tensile strength ( and bending strength ) of concrete

The strength of concrete degrades with temperature and the rate of strength degradation(passive) is highly influenced byThe strength of concrete degrades with temperature and the rate of strength degradation

to improvementcan leadto improvement

in cracks in buildingsresultsin cracks in buildings

the specimensinfluencedthe specimens

Structural stability(passive) is majorly influenced byStructural stability

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Smart Reasoning:

C&E

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