Browsing Volume 06 No. 2, Juni 2006 by Issue Date
Now showing items 1-7 of 7
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UJI KAPASITAS TARIK FONDASI TIANG APUNG PADA TANAH PASIR
(2006-06)A foundation structure should be designed to detain uplift force in construction built to detain rolling moment such as dock, water tower, and telecommunication tower. This research was carried out to perceive the behaviour ... -
JALAN MAJENANG-WANAREJA (CILACAP) DAN PENANGANANNYA DENGAN GEOTEKSTIL
(2006-06)There have been significant number of road damages due to soil base instability, and this problem should be solved immediately because road (highway) is an important transportation infrastructure. One of alternative ... -
ANALISIS PENAMPANG KOLOM BETON BERTULANG PERSEGI BERLUBANG MENGGUNAKAN PCA COL
(2006-06)The use of conduit in column is useful aesthetically as a place for water pipe or electrical pipe. The new code of concrete in Indonesia (SNI 03-2847-2002) gives a limitation that maximum conduit area is 4% towards the ... -
GEDUNG PASCA BAKAR ESTIMASI KEKUATAN SISA DAN TEKNOLOGI PERBAIKANNYA
(2006-06)Recently, there have been some building made from concrete structure fired. If a building is fired, the load capacity will decrease. Actually, concrete is a kind of fire-proof construction material. However, if a concrete ... -
MEASURING WATER CONFLICT POTENTIAL : A BASIC PRINCIPLES
(2006-06)Decentralisation has been implemented in Indonesia for several years based on Regulation No. 22/1999 about decentralisation. In fact, decentralisation system is better than centralisation. However, there are some constraint ... -
STUDI KELONGSORAN PADA LERENG TERBEBANI SILO DENGAN SSR-FEM PADA LOKASI SINAR MAS AGRO RESOURCE - SUNGAI BUAYA MILL LAMPUNG
(2006-06)There have been twice (2) land movement on bevel loaded with silo at Sinar Mas Agro Resources – Buaya Mill River, Lampung, in the rainy season 2005 and 2006 without significant bevel strengthening. The bevel condition ... -
PENGALIRAN PADA INTI BENDUNGAN TIPE URUGAN PADA PENGGENANGAN PERTAMA WADUK
(2006-06)The first impoundment on the fill dams can be considered as a critical phase during the lifetime of the dam. The change to the embankment materials, especially on clay core shall be carefully examined. Some dams were ...