Žํ•ส ˜_•ถ
Žๅ‘่ Static Test on Friction Coefficient of Concrete Foundation
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•M“ช’˜Žา Quang@Hieu BUIiThe University of Tokyoj
˜A–ผŽา1 •ว’JเVŽ๕ˆ๊i‘“yŒ๐’สศ@‘“y‹Zpญ๔‘‡Œค‹†Šj
˜A–ผŽา2 •ว’JเVŽ๕ŠCi“Œ‹ž‘ๅŠwj
˜A–ผŽา3 ื์—mŽกi“Œ‹ž‘ๅŠwj
˜A–ผŽา4
˜A–ผŽา5`
ƒL[ƒ[ƒh –€ŽCŒW”AŠŠ‚่‹““ฎAƒRƒ“ƒNƒŠ[ƒgŠ๎‘bAร“IŠŠ‚่ŽภŒฑAFriction coefficientASlip behaviorAConcrete foundationAStatic test
Šช 35
† 2
ๆ“ชƒy[ƒW 991
––”๖ƒy[ƒW 996
”N“x 2013
—vŽ| The damages of reinforce concrete buildings on spread foundation could decrease with base slip behavior if the foundation base shear exceeds the friction strength at the base of the footings. Therefore, in this paper the static loading on the slip behavior was carried out to investigate the friction coefficients with various surface conditions which could be used at the base foundations. The tests show the average friction coefficients of 0.145, 0.121 and 0.108 for friction between steel-oil layer-steel plates, plastic-oil layer-plastic plates, and steel-oil layer-plastic plates, respectively.
PDFƒtƒ@ƒCƒ‹–ผ 035-01-2166.pdf


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