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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
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āļāļēāļĢāđ€āļ›āļĨāļĩāđˆāļĒāļ™āđāļ›āļĨāļ‡āļāļģāļĨāļąāļ‡āļĢāļąāļšāđāļĢāļ‡āļ‚āļ­āļ‡āđ€āļŠāļēāļŠāļąāđ‰āļ™āļ•āđˆāļ­āļ›āļĢāļīāļĄāļēāļ“āđ€āļŦāļĨāđ‡āļāđ€āļŠāļĢāļīāļĄāļĒāļ·āļ™ = Variation of short column strength to the percentage of reinforcement /
Author
āļ“āļąāļāļžāļ‡āļĻāđŒ āđ€āļˆāļĢāļīāļāļ”āļĩ
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.C03-37
Location
Central Library
Engineering Library
Book Loading...
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āļāļēāļĢāđ€āļ›āļĨāļĩāđˆāļĒāļ™āđāļ›āļĨāļ‡āļāļģāļĨāļąāļ‡āļĢāļąāļšāđāļĢāļ‡āļ‚āļ­āļ‡āđ€āļŠāļēāļŠāļąāđ‰āļ™āļ•āđˆāļ­āļĢāļđāļ›āļĢāđˆāļēāļ‡āļŦāļ™āđ‰āļēāļ•āļąāļ” = Variation of short column strength to the section shape /
Author
āļ—āļĻāļžāļĨ āļžāļąāļ™āļ˜āļ°āđ„āļŦāļĨ
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.C03-38
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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āļ­āļīāļ—āļ˜āļīāļžāļĨāļ‚āļ­āļ‡āļ‚āļ™āļēāļ”āđāļœāđˆāļ™āđ€āļŦāļĨāđ‡āļāļ•āđˆāļ­āļāļģāļĨāļąāļ‡āļĢāļąāļšāļ™āđ‰āļģāļŦāļ™āļąāļāļšāļĢāļĢāļ—āļļāļāļ›āļĢāļ°āļĨāļąāļĒāļ‚āļ­āļ‡āļ”āļīāļ™āļĨāļĄāļŦāļ­āļšāļ‚āļ­āļ™āđāļāđˆāļ™ = The influence of plate size on ultimate bearing capacity of Khonkaen loess /
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.C03-22
Location
Central Library
Engineering Library
Book Loading...
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