STUDI SIFAT FISIK TANAH ORGANIK YANG DISTABILISASI MENGGUNAKAN CORNICE ADHESIVE
ABSTRACT: Analysis of the data
in this study is focused on a comparison of the results of direct
testingdeflection field with SAP 2000 analysis and manual calculation of
loading field and standard(RSNI T-02-2005) with a maximum deflection limit
bridge.Based on the results obtained by calculation of loading field:
percentage reduction of deflectiontest results without the GFRP reinforcement
compared to after given the GFRP reinforcement ondirect testing field, SAP 2000
analysis, and manual calculation respectively, they are obtained4.934 %,
0.7097%, and -0,6804 %. Based on the results of the calculation deflection of
theloading standard: percentage reduction of deflection test results without
the GFRP reinforcementcompared to after given the GFRP reinforcement on SAP
2000 analysis and manual calculationrespectively, they are obtained 2,0212 %
and -0.17557 %. The Values of deflection are calculatedstill below 18.75 cm as
deflection limit L/240.
Penulis: Iswan, Muhammad
Jafri, Adi Lesmana
Kode Jurnal: jptsipildd130500