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PERILAKU INTERAKSI TANAH-GEOTEKSTIL TERHADAP PARAMETER KUAT GESER
(2009-01)
Soil reinforcement using geo-textile is one of geotechnical structures, involving soil-structure interaction. Recently,
the problems are solved by neglecting the interface influence between soil and structure. To obtain ...
PREDIKSI MASA GUNA ELEMEN STRUKTUR BETON AKIBAT PEMBEBANAN BERULANG
(2009-01)
The problem of life time of concrete structural represent matter which still need furthermore research. Existing
formula still show wide scatter and the effect of repeated load to assumed not yet satisfactored. In addition ...
ALTERNATIF PENGGUNAAN LIMBAH PABRIK KERTAS SEBAGAI PENGGANTI SEBAGIAN SEMEN (CEMENTITOUS) DALAM PEMBUATAN BETON
(2009-01)
The demand of cement in construction industry is increasing. The cement price is also increasing and getting more
expensive because the raw material to produce cement is not renewable material. Therefore, alternative ...
FENOMENA GELOMBANG PASANG BONO DI MUARA SUNGAI KAMPAR
(2009-01)
When a river mouth has a flat converging shape and when the tidal is relatively high, the river may existence a tidal
bore. A tidal bore found at Kampar River, called Bono, is basically a positive surge may travel long ...
EVALUASI JALAN LINGKAR UTARA SURAKARTA DITINJAU DARI PERILAKU PEMILIHAN RUTE
(2009-01)
The objective of this study is to evaluate of Ring Road Development seen from the behavior of passenger car in
Surakarta in choosing between north ring road and arteries route with logit binomial model. The dependent ...
VELOCITY MEASUREMENTS ON FLOW AROUND A CYLINDER
(2009-07)
If the cylinder is set in an open channel, the flow upstream will undergo a separation of the turbulent boundary
layer and rolls up to form the well-known horseshoe-vortex system, which is swept around the cylinder. The ...
THE FRACTURED-BASED MODELING OF PULL-OUT PROBLEM WITH LONG EMBEDDED NYLON 600
(2009-07)
Fracture phenomenon happened during the pull-out process. Previous study of short embedded nylon 600 in cementitious
matrix model has proved several new theories with main concern of fracture. Nevertheless, it is necessary ...
STUDI GERUSAN DAN PERLINDUNGANNYA DI HILIR KOLAM OLAKAN BENDUNG TIPE USBR-I
(2009-01)
In the downstream of a weir, especially in stilling basin, there is a phenomenon called hydraulic jump caused by
flow change from supercritical flow to sub critical flow. The hydraulic jump in weir stilling basin causes ...
TRANSFORMATION OF BED SURFACE STRUCTURES AFTER A SERIES OF RELATIVELY SHORT HYDROGRAPHS
(2009-07)
This paper reports on a laboratory experiments in which a bimodal sediment bed was exposed to an antecedent flow
hydrograph followed by a stability test. The applications of these hydrographs were intended to observe the ...
FORMULA ANGKA STABILITAS UNIT LAPIS LINDUNG PEMECAH GELOMBANG TIPE GELOMBANG TAK PECAH
(2009-07)
The objective of research is to evaluate variables that influence the stability number of breakwater armor units (Ns),
such as height of wave, wave period, wave angle direction, layer coefficient, and porosity. While the ...