Experimental evaluation of subgrade modulus and its application in small-dimension slab studies

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  • 4.87 MB
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by
Center for Highway Research, University of Texas at Austin , [Austin]
Roads -- Subgrades., Clay., Pavements, Concrete., Concrete slabs -- Tes
Statementby Qaiser S. Siddiqi [and] W. Ronald Hudson.
SeriesUniversity of Texas at Austin. Center for Highway Research. Research report, no. 56-16
ContributionsHudson, W. Ronald, joint author.
Classifications
LC ClassificationsTE211 .S5
The Physical Object
Paginationxiv, 109 p.
ID Numbers
Open LibraryOL4859606M
LC Control Number75635548

Experimental evaluation of subgrade modulus and its application in small-dimension slab studies, (University of Texas at Austin. Center for Highway Research. Research report, no. ) [Siddiqi, Qaiser S] on *FREE* shipping on qualifying offers.

Experimental evaluation of subgrade modulus and its application in small-dimension slab studies, (University of Texas at : Qaiser S Siddiqi. EXPERIMENTAL EVALUATION OF SUBGRADE MODULUS AND ITS APPLICATION IN SMALL-DIMENSION SLAB STUDIES by Qaiser S.

Siddiqi W. Ronald Hudson Research Report Number Development of Methods for Computer Simulation of Beam-Columns and Grid-Beam and Slab Systems Research Project conducted for The Texas Highway Department.

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Experimental evaluation of subgrade modulus and its application in small-dimension slab studies [Qaiser S. Hudson, W. Ronald, Siddiqi] on *FREE* shipping on qualifying : Siddiqi, Qaiser S.

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The material properties are: (dam) modulus of elasticity = GPa, Poisson’s ratio =unit weight = (foundation) modulus of elasticity = GPa, Poisson’s ratio =unit weight = For the dam and the foundation, material damping is assumed to be of the hysteretic type; the damping ratio is taken equal tothat is., the.

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EXPERIMENTAL APPARATUS The experimental activity in this program has deliberately been directed toward evaluation of general operating characteristics of concrete sand filters. This work neces- sarily precedes detailed studies of permeabilities, movement in pore spaces and theoretical Studies of the phases of filter flow which are now becoming.

Spalling of top concrete slab at bridge joint was also reported. Wet joint involves the use of epoxy glue at the mating precast segments. After the application of epoxy glue, a temporary precompression pressure of MPa is applied by stress bars at top, bottom and the sides of the mating precast segments.

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