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Changes of pore water content due to drying or wetting processescausesignificant volume changes of concrete in load - free specimens
windows and roof beamssetslabs of pre stressed concrete to put in position
beamssetslabs of pre stressed concrete to put in position
Sudden Difference in the temperaturewill resultin the change of differential volume of concrete
Variation in temperature Changes in temperature ( whether too hot or coldcausesdifferential volume change in concrete
the invention of high strength steel(passive) was influenced byThe development of pre - stressed concrete
The shrinkagecausesstress to develop from the concrete
The shrinkagecausesstress to develop in the concrete
loadscausesvolume reduction of concrete specimen
The immense heatcausedextensive damage to the pre - stressed concrete
many factors(passive) is caused by Volume change in concrete
loadscausesvolume reduction of concrete specimens
magnesia expansioncausinguneven volume change of cement
by erosion beneath the concrete slabs Horizontal delaminations caused by rust expansion(passive) caused byDensity changes in concrete Voids
The difference in the rate of hydration of free lime and slaked limeleadsto change in volume of hardened concrete
by erosion beneath the concrete slabs Horizontal delaminations caused by rust expansion of rusting internal(passive) caused byDensity changes in concrete Voids
the presence of stiffening ribs ... other elementscan influencethe change of the volume of the poured concrete
e made by the heat of hydration increased 25 C during the curing periodresultingin increased concrete volume
the property of expansion and contraction ... temperature changesis resultingin a change in the volume of concrete
concrete temperature 25 resultedin increased volume of concrete
cracks in the da Concrete in the process of curing , the hydration heat of concrete temperature 25 resultedin increased volume of concrete
gel porescauseschange in the volume of concrete
by erosion beneath the concrete slabs Horizontal delaminations caused by rust expansion of rusting(passive) caused byDensity changes in concrete Voids
the temperature of concrete ... 25 degreesleadsto the increase of concrete volume
The loss of watercausesa volume change in the concrete
by corrosion(passive) caused bythe volume increase of concrete
Elevated temperaturescan causechanges in the strength of concrete
the mix water and cement grainscausea reduction in the volume of the concrete
Our staffdesignedthe widening of an existing pre - stressed concrete
Drying of concrete from water evaporationcausesa decrease in volume of the concrete
nitrogencausessubstantial volume changes
In new concrete , natural volume changes due to cement - water hydration are restrained by the pavement base and other physical features adjacent to the concretecausingstresses to develop in the concrete
by drying and chemical changes(passive) caused byThe volume decrease of concrete
drying and chemical changes(passive) caused bythe volume decrease of concrete
the side spanis composedof pre - stressed concrete beam
These articles are travelingto could causeapparent concrete changes
Lung recoil and changes in pleural pressurecausechanges in alveolar volume
the supporting systemcomposedof pre - stressed concrete slabs
Ettringitecausesincreasing in the concrete volume
changes in pricecausingchanges in volume
to increased cracking and deflection under service loadcan leadto increased cracking and deflection under service load
to crackingcan ... leadto cracking
to the cracking of the concretecan leadto the cracking of the concrete
Expansion joints and construction joints(passive) are set artificiallyExpansion joints and construction joints
crack developmentto causecrack development
roads(passive) caused byroads
crack development in CRCP in the early ageto causecrack development in CRCP in the early age
Bridges and other structures with large spans(passive) are often designedBridges and other structures with large spans
cracking(passive) caused bycracking
to cracking Lower thermal conductivitycan leadto cracking Lower thermal conductivity
crack development in CRCP in the early age , afterwards , wheel load will be the governing factor for the development and the propagation of further cracksto causecrack development in CRCP in the early age , afterwards , wheel load will be the governing factor for the development and the propagation of further cracks
it to spallcausingit to spall
cracks that lead to concrete failurescausescracks that lead to concrete failures
Shrinkage cracks(passive) are typically caused byShrinkage cracks
The main span foundation(passive) is composedThe main span foundation
damagescan causedamages
in cracking particularly during early ageresultin cracking particularly during early age
Many cracks(passive) are caused byMany cracks
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to cracksmight leadto cracks
structural crack development in plain concretealso resultsstructural crack development in plain concrete
for use in plastered situationsdesignedfor use in plastered situations
to be used in plastered situationsdesignedto be used in plastered situations
alsoresultsalso
from the hydration process and from drying of concreteresultingfrom the hydration process and from drying of concrete
to the flow of gasesleadto the flow of gases
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the strain(passive) caused bythe strain
on concrete piersseton concrete piers
hardening , and dryingsettinghardening , and drying
, hardening , and dryingsetting, hardening , and drying
from water lossresultingfrom water loss
crackingcausecracking
significant mechanical stresses in electrodecan causesignificant mechanical stresses in electrode
stresses in the electrodecan causestresses in the electrode
The Sydney Opera House(passive) was specifically ... designedThe Sydney Opera House
audiblecan causeaudible
its associated earthquakes and crustal movements(passive) caused byits associated earthquakes and crustal movements
severe durability degradation of a structure such as bond strength degradation , destruction of concrete , reduction in the cross sections of the steel rebar , etccausessevere durability degradation of a structure such as bond strength degradation , destruction of concrete , reduction in the cross sections of the steel rebar , etc
to curlingleadto curling