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āļāļēāļĢāļĻāļķāļāļĐāļēāļ„āļļāļ“āļŠāļĄāļšāļąāļ•āļīāļ—āļēāļ‡āļāļēāļĒāļ āļēāļžāļ‚āļ­āļ‡āļ„āļ­āļ™āļāļĢāļĩāļ•āđƒāļĒāļĄāļ°āļžāļĢāđ‰āļēāļ§āļœāļŠāļĄāđ€āļ–āđ‰āļēāļĨāļ­āļĒ = A study of the physical properties of coconut fiber concrete blended with fly ash /
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.C03-01
Location
Central Library
Engineering Library
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āļāļēāļĢāļ­āļ­āļāđāļšāļšāļŠāļąāļ”āļŠāđˆāļ§āļ™āļœāļŠāļĄāļ„āļ­āļ™āļāļĢāļĩāļ•āļœāļŠāļĄāļ‚āļĩāđ‰āđ€āļ–āđ‰āļēāļĨāļ­āļĒ = Mixed design of fly ash concrete /
Author
āļāļīāļ•āļ•āļīāļĻāļąāļāļ”āļīāđŒ āļĄāļ°āđ€āļŠāļ™
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.C03-17
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āļģāļĨāļąāļ‡āļ­āļąāļ”āļ‚āļ­āļ‡āļ„āļ­āļ™āļāļĢāļĩāļ•āļœāļŠāļĄāļ›āļđāļ™āļ‹āļĩāđ€āļĄāļ™āļ•āđŒāļ›āļ­āļĢāđŒāļ•āđāļĨāļ™āļ”āđŒāđ€āļ–āđ‰āļēāļĨāļ­āļĒāđāļĨāļ°āđ€āļ–āđ‰āļēāđāļāļĨāļšāļˆāļēāļāđ€āļ•āļēāđ€āļœāļēāļ­āļīāļ = Compressive strength of concrete containing fly ash and rice hisk ash from brickkiln /
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.C03-08
Location
Central Library
Engineering Library
Book Loading...
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āļžāļĪāļ•āļīāļāļĢāļĢāļĄāļ‚āļ­āļ‡āļ”āļīāļ™āļĨāļĄāļŦāļ­āļšāļ—āļĩāđˆāļ›āļĢāļąāļšāļ›āļĢāļļāļ‡āļ„āļļāļ“āļ āļēāļžāđ‚āļ”āļĒāļ›āļđāļ™āļ‹āļĩāđ€āļĄāļ™āļ•āđŒāļœāļŠāļĄāđ€āļ–āđ‰āļēāļĨāļ­āļĒāđāļĨāļ°āđ€āļ–āđ‰āļēāđāļāļĨāļšāļ—āļĩāđˆāđ„āļ”āđ‰āļˆāļēāļāļāļēāļĢāļāļēāļĢāļ—āļ”āļŠāļ­āļšāļ§āļīāļ˜āļĩāđāļĢāļ‡āļ­āļąāļ”āļŠāļēāļĄāđāļāļ™ = Behavior of the loess stabilized by mesns of cement-fly ash and cement-rice husk ash obtain...
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.C03-21
Location
Central Library
Engineering Library
Book Loading...
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