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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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āļĻāļķāļāļĐāļēāļāļģāļĨāļąāļ‡āļĢāļąāļšāđāļĢāļ‡āļ­āļąāļ”āļ‚āļ­āļ‡āļ„āļ­āļ™āļāļĢāļĩāļ•āļāļģāļĨāļąāļ‡āļŠāļđāļ‡āđ€āļĄāļ·āđˆāļ­āđƒāļŠāđ‰āļ—āļĢāļēāļĒāļ—āļĩāđˆāļĄāļĩāđ‚āļĄāļ”āļđāļĨāļąāļŠāļ„āļ§āļēāļĄāļĨāļ°āđ€āļ­āļĩāļĒāļ”āļ•āđˆāļēāļ‡āļāļąāļ™ = Study of compressive by varying sand fineness modulus of high strength concrete /
Author
āļ‚āļĢāļĢāļ„āđŒāļŠāļąāļĒ āļ§āļ‡āļĐāđŒāļ›āļąāļāļ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.C03-10
Location
Central Library
Engineering Library

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