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āļāļēāļĢāļžāļąāļ’āļ™āļēāļ„āļ­āļ™āļāļĢāļĩāļ•āļāļģāļĨāļąāļ‡āļŠāļđāļ‡ = Development of ultra high-strength concrete /
Author
āļ­āļ āļīāđ€āļ”āļŠ āļŦāļĨāđ‰āļēāļ›āļąāļ™
Published
āļ āļēāļ„āļ§āļīāļŠāļēāļ§āļīāļĻāļ§āļāļĢāļĢāļĄāđ‚āļĒāļ˜āļē āļ„āļ“āļ°āļ§āļīāļĻāļ§āļāļĢāļĢāļĄāļĻāļēāļŠāļ•āļĢāđŒ āļĄāļŦāļēāļ§āļīāļ—āļĒāļēāļĨāļąāļĒāļ‚āļ­āļ™āđāļāđˆāļ™,
Call Number
Pro.re. No.C03-25
Location
Central Library
Engineering Library
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āļāļēāļĢāļžāļąāļ’āļ™āļēāļ„āļ­āļ™āļāļĢāļĩāļ•āļāļģāļĨāļąāļ‡āļŠāļđāļ‡āļ•āļēāļĄāđ€āļ›āđ‰āļēāļŦāļĄāļēāļĒāļ—āļĩāđˆāļ­āļēāļĒāļļ 24 āļŠāļąāđˆāļ§āđ‚āļĄāļ‡ = Development of concrete with target high strength at the age of 24 hourse /
Author
āļˆāļ•āļļāļ§āļļāļ’āļī āļŠāļīāļ™āļ•āļēāļ§āļīāļŠāļļāļ—āļ˜āļīāđŒ
Published
āļ āļēāļ„āļ§āļīāļŠāļēāļ§āļīāļĻāļ§āļāļĢāļĢāļĄāđ‚āļĒāļ˜āļē āļ„āļ“āļ°āļ§āļīāļĻāļ§āļāļĢāļĢāļĄāļĻāļēāļŠāļ•āļĢāđŒ āļĄāļŦāļēāļ§āļīāļ—āļĒāļēāļĨāļąāļĒāļ‚āļ­āļ™āđāļāđˆāļ™,
Call Number
Pro.re. No.C03-04
Location
Central Library
Engineering Library
Book Loading...
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āļāļēāļĢāļ§āļīāđ€āļ„āļĢāļēāļ°āļŦāđŒāļ„āļ­āļ™āļāļĢāļĩāļ•āļāļģāļĨāļąāļ‡āļŠāļđāļ‡ /
Author
āđ„āļŠāļĒāļĢāļąāļ•āļ™āđŒ āđ€āļŦāļĨāļ·āļ­āļ™āļļāđˆāļ™āļ‚āļēāļš
Published
āļ āļēāļ„āļ§āļīāļŠāļēāļ§āļīāļĻāļ§āļāļĢāļĢāļĄāđ‚āļĒāļ˜āļē āļ„āļ“āļ°āļ§āļīāļĻāļ§āļāļĢāļĢāļĄāļĻāļēāļŠāļ•āļĢāđŒ āļĄāļŦāļēāļ§āļīāļ—āļĒāļēāļĨāļąāļĒāļ‚āļ­āļ™āđāļāđˆāļ™,
Call Number
Pro.re. No.C02-16
Location
Central Library
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āļāļēāļĢāļŦāļēāļ­āļąāļ•āļĢāļēāļŠāđˆāļ§āļ™āļœāļŠāļĄāļ„āļ­āļ™āļāļĢāļĩāļ•āļāļģāļĨāļąāļ‡āļŠāļđāļ‡āđ€āļĢāđ‡āļ§ = Experimental study high eary strength concrete mix proportion /
Author
āļĢāļ§āļĄāļžāļĨ āļ—āļ­āļ‡āļŦāļ™āļē
Published
āļ āļēāļ„āļ§āļīāļŠāļēāļ§āļīāļĻāļ§āļāļĢāļĢāļĄāđ‚āļĒāļ˜āļē āļ„āļ“āļ°āļ§āļīāļĻāļ§āļāļĢāļĢāļĄāļĻāļēāļŠāļ•āļĢāđŒ āļĄāļŦāļēāļ§āļīāļ—āļĒāļēāļĨāļąāļĒāļ‚āļ­āļ™āđāļāđˆāļ™,
Call Number
Pro.re. No.C02-07āļĢ
Location
Central Library
Engineering Library
Book Loading...
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āļāļēāļĢāđ€āļ›āļĢāļĩāļĒāļšāđ€āļ—āļĩāļĒāļšāļāļģāļĨāļąāļ‡āļĢāļąāļšāđāļĢāļ‡āļ­āļąāļ”āļ‚āļ­āļ‡āļ„āļ­āļ™āļāļĢāļĩāļ•āļāļģāļĨāļąāļ‡āļŠāļđāļ‡āļ—āļĩāđˆāļœāļŠāļĄāđ€āļ–āđ‰āļēāļĨāļ­āļĒāđāļĄāđˆāđ€āļĄāļēāļ°āđƒāļ™āļ›āļĢāļīāļĄāļēāļ“ 0%, 10%, 12.5%, 15%, 17.5%, 20%, 25%, 30% āđāļĨāļ° 35% = Comparison compressive strength of high strength concrete to mix mae moh ...
Author
āļāļīāļ•āļ•āļī āļ„āļģāļ—āļ­āļ‡
Published
āļ āļēāļ„āļ§āļīāļŠāļēāļ§āļīāļĻāļ§āļāļĢāļĢāļĄāđ‚āļĒāļ˜āļē āļ„āļ“āļ°āļ§āļīāļĻāļ§āļāļĢāļĢāļĄāļĻāļēāļŠāļ•āļĢāđŒ āļĄāļŦāļēāļ§āļīāļ—āļĒāļēāļĨāļąāļĒāļ‚āļ­āļ™āđāļāđˆāļ™,
Call Number
Pro.re. No.C03-09
Location
Central Library
Engineering Library
Book Loading...
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āļāļēāļĢāđƒāļŠāđ‰āļāļĢāļ§āļ”āļŠāļģāļŦāļĢāļąāļšāļ„āļ­āļ™āļāļĢāļĩāļ•āļāļģāļĨāļąāļ‡āļŠāļđāļ‡ /
Author
āļĢāļžāļĩāļžāļąāļ’āļ™āđŒ āđ‚āļŠāļ„āļ§āļīāļ§āļąāļ’āļ™āļ§āļ™āļīāļŠ
Published
āļ§āļīāļ—āļĒāļēāļ™āļīāļžāļ™āļ˜āđŒāļ›āļĢāļīāļāļāļēāļ§āļīāļĻāļ§āļāļĢāļĢāļĄāļĻāļēāļŠāļ•āļĢāļĄāļŦāļēāļšāļąāļ“āļ‘āļīāļ• āļŠāļēāļ‚āļēāļ§āļīāļŠāļēāļ§āļīāļĻāļ§āļāļĢāļĢāļĄāđ‚āļ„āļĢāļ‡āļŠāļĢāđ‰āļēāļ‡ āļšāļąāļ“āļ‘āļīāļ•āļ§āļīāļ—āļĒāļēāļĨāļąāļĒ āļĄāļŦāļēāļ§āļīāļ—āļĒāļēāļĨāļąāļĒāļ‚āļ­āļ™āđāļāđˆāļ™,
Call Number
TA āļĢ146
Location
Central Library
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āļ„āļ§āļēāļĄāđ€āļ›āđ‡āļ™āļĄāļēāļ‚āļ­āļ‡āļ„āļ­āļ™āļāļĢāļĩāļ•āļāļģāļĨāļąāļ‡āļŠāļđāļ‡ /
Author
āđ€āļ­āļāļŠāļīāļ—āļ˜āļīāđŒ āļĨāļīāđ‰āļĄāļŠāļļāļ§āļĢāļĢāļ“
Source
āļ§āļīāļĻāļ§āļāļĢāļĢāļĄāļŠāļēāļĢ43, 4 (2533) 74-78.
Location
Central Library
Article
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āļ„āļ­āļ™āļāļĢāļĩāļ•āļžāļīāđ€āļĻāļĐ = Specialized concrete /
Author
āļ›āļīāļ•āļī āļŠāļļāļ„āļ™āļ˜āļŠāļļāļ‚āļāļļāļĨ
Published
āļ āļēāļ„āļ§āļīāļŠāļēāļ§āļīāļĻāļ§āļāļĢāļĢāļĄāđ‚āļĒāļ˜āļē āļ„āļ“āļ°āļ§āļīāļĻāļ§āļāļĢāļĢāļĄāļĻāļēāļŠāļ•āļĢāđŒ āļĄāļŦāļēāļ§āļīāļ—āļĒāļēāļĨāļąāļĒāđ€āļ—āļ„āđ‚āļ™āđ‚āļĨāļĒāļĩāļžāļĢāļ°āļˆāļ­āļĄāđ€āļāļĨāđ‰āļēāļžāļĢāļ°āļ™āļ„āļĢāđ€āļŦāļ™āļ·āļ­,
Call Number
TA442.5 āļ›615
Location
Central Library
Book Loading...
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āļ„āļ­āļ™āļāļĢāļĩāļ•āļŠāļĄāļĢāļĢāļ–āļ™āļ°āļŠāļđāļ‡ = Hight performance concrete /
Author
āđ€āļ­āļāļŠāļīāļ—āļ˜āļīāđŒ āļĨāļīāđ‰āļĄāļŠāļļāļ§āļĢāļĢāļ“
Published
āđ‚āļĢāļ‡āļžāļīāļĄāļžāđŒāđāļŦāđˆāļ‡āļˆāļļāļŽāļēāļĨāļ‡āļāļĢāļ“āđŒāļĄāļŦāļēāļ§āļīāļ—āļĒāļēāļĨāļąāļĒ,
Call Number
TA439 āļ­885āļ„
Location
Central Library
Book Loading...
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