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Smart Reasoning:

C&E

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Qaagi - Book of Why

Causes

Effects

Variations between concrete typesresultfrom differences in aggregate quality , aggregate size , concrete compressive strength , and uniformity(9

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

normal aggregateresultin more strength differences between slag aggregate concrete and natural aggregate concrete

to hydrate faster , often by raised use concrete that increases contraction and also cracking(passive) is designedHigh - early - strength concrete

to cure faster(passive) is designedHigh early strength concrete

to cure faster and(passive) is designedHigh early strength concrete

Small Yellow Mountain , 2016 Mediumpaintedstone on concrete base Size

to hydrate faster , often by boosted use concrete that enhances shrinkage as well as breaking(passive) is designedHigh - early - strength concrete

to hydrate faster(passive) is designedHigh - early - strength concrete

to hydrate faster , often by enhanced use of cement that enhances shrinking as well as splitting(passive) is designedHigh - early - strength concrete

to hydrate(passive) is designedHigh - early - strength concrete

to hydrate faster , commonly by enhanced use concrete that increases contraction and splitting(passive) is designedHigh - early - strength concrete

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

to hydrate faster , frequently by raised usage of concrete that increases shrinkage and cracking(passive) is designedHigh - early - strength concrete

to hydrate faster , often by increased use of cement that increases shrinkage and cracking(passive) is designedHigh - early - strength concrete

to hydrate faster , often by increased use of cement which increases shrinkage and cracking(passive) is designedHigh early - strength concrete

to hydrate faster , typically by raised use of concrete that enhances shrinkage and fracturing(passive) is designedHigh - early - strength concrete

to hydrate faster , usually by raised usage of concrete that enhances contraction and cracking(passive) is designedHigh - early - strength concrete

to hydrate faster , usually by boosted usage of concrete that increases contraction and also splitting(passive) is designedHigh - early - strength concrete

to hydrate faster , typically by boosted usage of concrete that enhances contraction as well as splitting(passive) is designedHigh - early - strength concrete

to hydrate faster , commonly by increased use cement that enhances contraction and cracking(passive) is designedHigh - early - strength concrete

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

The lower w / c ratioleadsthe higher strength of concrete

to reduce pipe corrosion(passive) is designeda low compressive strength concrete

new blendDoes ... resultin greater strength concrete

the melted snow and icecan causespalling ... surface scaling of concrete

Sudden coolingcausedreduction in concrete strength

a concrete column greater(passive) might be designThe early strength on the concrete

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

to be over 3 thick(passive) was discoveredregular - weight high strength concrete!Some of the concrete

more frequent freeze - thaw cycling of the melted snow and icecan causespalling ( surface scaling of concrete

to one of two main causes : an error in production of the mix or the addition of too much water at the job site(passive) is usually contributedConcrete with a low compressive strength

Tire crumbcontributestowards the strength of concrete

for the various supporting structures of buildings and engineering installations ( for example , bridges(passive) is designedStructural lightweight aggregate concrete

the only factorsinfluencingstrength gain in concrete

cement hydrationresultingin concrete strength gain

overdosing additives , curing improperly , being frozen in early stage etc(passive) is caused byLow strength concrete

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

the concrete ... the processledto weak concrete strength

This proceduremay resultin the actual strength of concrete

the limestone mixshould ... will resultthe limestone mix

for resistancedesignedfor resistance

in a density of 1850kg / m3 without compromising strengthresultingin a density of 1850kg / m3 without compromising strength

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

it to be an ideal material to use to get a drivewaycausesit to be an ideal material to use to get a driveway

in lower air than a gravel concretemay resultin lower air than a gravel concrete

Sinking(passive) can also be caused bySinking

failurecausesfailure

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

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

to smaller sectionsleadsto smaller sections

alsoinfluencedalso

cement floors ideaspaintedcement floors ideas

The surface(passive) is composedThe surface

consistentlyhave ... resultedconsistently

to leakage in the house or buildingmay leadsto leakage in the house or building

of organic and inorganic materialscomposedof organic and inorganic materials

to cracking and concrete deteriorationleadsto cracking and concrete deterioration

cement floorspaintedcement floors

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

for casting concrete countertopsdesignedfor casting concrete countertops

concrete failure(passive) might be caused byconcrete failure

alsomay ... causealso

from fallscaused not later than inac- tivity , obesity , or injuriesfrom falls

lowdesignedlow

for usedesignedfor use

into the repair and maintenance of the houseresultinto the repair and maintenance of the house

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

segments(passive) designed bysegments

structural crackingcausesstructural cracking

to a reduction of ... development of the mechanical strengthleadsto a reduction of ... development of the mechanical strength

Structural stability(passive) is majorly influenced byStructural stability

the applications of more stringent quality control requirementshas promptedthe applications of more stringent quality control requirements

an issuecausesan issue

All posts(passive) were setAll posts

of crushed dust as fine aggregate and sandcomposedof crushed dust as fine aggregate and sand

The balance of the paver(passive) is composedThe balance of the paver

for cast in placedesignedfor cast in place

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Smart Reasoning:

C&E

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