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to hydrate faster , often by raised use concrete that increases contraction and also cracking(passive) is designedHigh - early - strength concrete
a water - reducing agentleadingto high early strength concrete
to cure faster and(passive) is designedHigh early strength concrete
to cure faster(passive) is designedHigh early strength concrete
the pitch and speeddesignedspecifically for transporting low slump concrete
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
to hydrate faster , frequently by raised usage of concrete that increases shrinkage and cracking(passive) is designedHigh - early - strength concrete
the slow hydration of fly ashleadsto low early strength of concrete
to hydrate faster , often by increased use of cement , which 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
pitch and speeddesignedspecifically for low - slump 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
IMI QC / QAdesigneda high slump concrete mix with attention
Due to the dimensions of this building , with 70 floors rising over 260 m high , the walls hadto be designedwith steel and high slump concrete
Due to the dimensions of this building , with 70 floors rising over 260 meters high , the walls hadto be designedwith steel and high slump concrete
the more intense the hydration reaction isleadsto the slump loss of fresh 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
to efficiently handle stiff , large aggregate concrete used in locks , dams , and other heavy construction(passive) are designedInc. Low Slump Concrete Buckets
water / cement ... ableto leadhigher strength of concrete
to efficiently handle stiff , large aggregate concrete used in locks , dams , and other heavy construction(passive) are designedLow Slump Concrete Buckets
the factorinfluenceconcrete slump test
the pitch and speeddesigned specificallyfor transporting low slump concrete
Too much aircan causesevere weakening of the concrete
renowned architect Walter Francl , developed by Wesgroup(passive) designed byconcrete high - rise building
pitch and speeddesigned specificallyfor low - slump concrete
overdosing additives , curing improperly , being frozen in early stage etc(passive) is caused byLow strength concrete
contractcausingconcrete to crack and slump
by the proposed method(passive) designed byHigh flowing concrete
the proposed method(passive) designed byHigh flowing concrete
even when installation was delayedsignificantly resultingin zero slump concrete
A. Tri calcium silicate B. Di calcium silicate(passive) is caused byEarly strength of cement
A. Tri calcium silicate B. Di calcium silicate C. Tri calcium(passive) is caused byEarly strength of cement
this site of settling and movingcausesconcrete to break
in lowresultsin low
in low permeability concrete and allows chloride ions to do corrode the structureresultsin low permeability concrete and allows chloride ions to do corrode the structure
to an early on - set of arthritisledto an early on - set of arthritis
other undesirable problems such as surface crackingcan causeother undesirable problems such as surface cracking
other undesirable problems such as surfacecan causeother undesirable problems such as surface
of high efficiency water - reducing agent and various inorganic materials through optimized combinationis composedof high efficiency water - reducing agent and various inorganic materials through optimized combination
the plug pipemay causethe plug pipe
in accordance side or both sides anddesignedin accordance side or both sides and
in accordance side or both sidesdesignedin accordance side or both sides
the following problemscan resultthe following problems
in accordance with BS5502designedin accordance with BS5502
in low permeability concreteresultsin low permeability concrete
whitepaintedwhite
Our electric pokers(passive) are specifically designedOur electric pokers
in fractureresultingin fracture
to leakage in the house or buildingmay leadsto leakage in the house or building
to the front doorleadingto the front door
for constructing columnsdesignedfor constructing columns
specifically for reinforced wall constructiondesignedspecifically for reinforced wall construction
for casting concrete countertopsdesignedfor casting concrete countertops
to a collapsecan leadto a collapse
lowdesignedlow
for a lifespan of 30 to 60 years for concrete roadsdesignedfor a lifespan of 30 to 60 years for concrete roads
with 50 year old adspaintedwith 50 year old ads
for usedesignedfor use
all set mixmay leadall set mix
for a lifespan of 30 to 60 yearsdesignedfor a lifespan of 30 to 60 years
for a lifespan of 30 60 yearsdesignedfor a lifespan of 30 60 years
to increased settlement cracking , the principal reason that transverse cracks form directly above and parallel to the top reinforcing steelleadsto increased settlement cracking , the principal reason that transverse cracks form directly above and parallel to the top reinforcing steel
for high strength structural applicationsdesignedfor high strength structural applications
to hold the whole thing firmly in placedesignedto hold the whole thing firmly in place
succulent pot clickpaintedsucculent pot click
succulent pot click herepaintedsucculent pot click here
crackingcan causecracking
All posts(passive) were setAll posts
immediatelyis discoveredimmediately
to up to 10 % of global CO emissionscontributeto up to 10 % of global CO emissions
High - Cycle Vibrators(passive) are designedHigh - Cycle Vibrators
in stronger slabsresultingin stronger slabs
howeverresultedhowever