for durability(passive) can be designedConcrete structures
by corrosion of reinforcing bars(passive) caused byconcrete structures
Engineersdesignconcrete structures
by engineers(passive) are ... designedconcrete structures
orderto designconcrete structures
a comprehensive guideto designprestressed concrete structures
to be water - tight(passive) are designedConcrete structures
to be non - crackingare designedto be non - cracking
pinkpaintedpink
to poor field performance of some concrete pavement sectionshas ledto poor field performance of some concrete pavement sections
severe channel erosioncausingsevere channel erosion
to protect the production facilities from bomb attacksspecifically designedto protect the production facilities from bomb attacks
the deterioration of a concrete structurecausethe deterioration of a concrete structure
to control water flow across steep topographic gradientsdesignedto control water flow across steep topographic gradients
and constructed in the futureare designedand constructed in the future
The damage(passive) caused byThe damage
in the " limits state design method for structural concreteresultedin the " limits state design method for structural concrete
degradation(passive) caused bydegradation
damage in concretecauseddamage in concrete
and built to Inland Rail engineering specificationsdesignedand built to Inland Rail engineering specifications
in the limits state design method for structural concrete.resultedin the limits state design method for structural concrete.
in the " limits state design method for structural concreteresultedin the " limits state design method for structural concrete
carbonation of concrete and corrosion of reinforcementmay causecarbonation of concrete and corrosion of reinforcement
to look like tunnels from withindesignedto look like tunnels from within
up his firm in England during the 1900ssetup his firm in England during the 1900s
the damage(passive) caused bythe damage
according to ACI codedesignedaccording to ACI code
and built under the supervision of Sir John Monashdesignedand built under the supervision of Sir John Monash
to resist earthquakesdesignedto resist earthquakes
to brittle and catastrophic failure of the structurescan leadto brittle and catastrophic failure of the structures
to their failurewill leadto their failure
up Terence O'Sullivan's firm in England during the 1900ssetup Terence O'Sullivan's firm in England during the 1900s
built to be durable in harsh conditionscan be designedbuilt to be durable in harsh conditions
according to present building codesdesignedaccording to present building codes
from temperature stresses at early agesresultingfrom temperature stresses at early ages
his firmsethis firm
for other purposesoften designedfor other purposes
in pre-1970sdesignedin pre-1970s
to be watertightdesignedto be watertight
to deterioration and premature failureleadingto deterioration and premature failure
environmental as well as waste and disposal problemscan causeenvironmental as well as waste and disposal problems
to respond to the natural conditions of their locationsdesignedto respond to the natural conditions of their locations
to respond to the natural conditions ofdesignedto respond to the natural conditions of
Encardio - rite models EDS-12V / EDS-12V - EX vibrating wire sister bar strain meters(passive) are specially designedEncardio - rite models EDS-12V / EDS-12V - EX vibrating wire sister bar strain meters
from a delay in placement of sufficient time to preclude a chemical union of the material in two successive poursresultingfrom a delay in placement of sufficient time to preclude a chemical union of the material in two successive pours
to strengthen concretedesignedto strengthen concrete
Metal and steel buildings as well as(passive) can be paintedMetal and steel buildings as well as