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INDONESIA
FORUM BANGUNAN
Published by Universitas Negeri Makassar
ISSN : 14129957     EISSN : 27455378     DOI : -
Core Subject : Education,
Other
Arjuna Subject : -
Articles 32 Documents
 1   2   3   4 
PENGGUNAAN ALAT PILE DRIVING ANALYZER DALAM MENENTUKAN DAYA DUKUNG TIANG PANCANG MAMMING, IDHIL
FORUM BANGUNAN Vol 10, No 2 (2012)
Publisher : Universitas Negeri Makassar

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Abstract

The purpose of the Pile Driving Analyzer Testing (PDA) Test is a static test of single pile bearing capacity. PDA test is conducted after 7 days fixing the time, so the soil has time to return to normal. While the drill pile is done after the drill reached the age of 21 days, so that when the head is struck, the pole is not easily broken. The results of the PDA Test by using the "Case Method" are the carrying capacity of a single pile, integrity or wholeness and connection pole and the efficiency of energy transfer punch hammer / tool saplings.
KINERJA LAPISAN PENUTUP LEMPUNG STABILISASI SEMEN PADA BANGUNAN SANITARY LANDFILL galung, erwin
FORUM BANGUNAN Vol 12, No 2 (2014)
Publisher : Universitas Negeri Makassar

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Abstract

Sanitary Landfill is a landfill with trash landfill in layers on land that has been prepared, leveled and compacted, then covered with soil cover each end of the operation. When rainwater infiltrating the landfill surface and water flows out of the landfill will bring a variety of mineral and organic matter in the form of suspension cannot be separated. Final cover on the land application heap plays an important role; the infiltration rate of the cover can be minimized in various ways such as by modifying the composition of the cover layer material (Clay Cover) on Sanitary Landfill. This study examined the performance of the sanitary landfill cover. Varying the amount of soil cement mixed PCC as overburden is o%, 5%, 10%, 15%, and 20%. The parameter used is the value of the water content in each variation of the cover layer.Keywords: sanitary landfill, stabilization, clay, final cover
KAJIAN PENERAPAN ECOHOUSING DAN GREEN BUILDING DI PERKOTAAN Asharsinyo, Doddy Friestya; Hanafiah, Ully Irma Maulina
FORUM BANGUNAN Vol 11, No 2 (2013)
Publisher : Universitas Negeri Makassar

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Abstract

The house does not only affect us but also the environment around us either directly or indirectly. How the house looks, built and where it is built, all have an impact on our environment. In addition the hole also possesses a wider influence. At home we consume large amounts of resources, such as energy and water. Both resources are part of our daily lives. However, how it could be to abtain and use resources that could be damaging to the environment. Our daily activities also generate so much trash some of which may take years or even centuries to decompose. If burned, most of the garbage is toxic. Others are dangerous for many reasons. Many of the chemicals we use at home turned out to be toxic and have harmful effects in the long run, both for humans and the environment. We all want to feel comfortable and secure our home. We can make a house a comfortable place to live without ‘ harm the earth ’. And, more importantly, we can set an example to uor children in order to do rhe same. This is what is meant by sustainable living.
STUDI RUANG LABORATORIUM BAYI TABUNG UNHAS DALAM PERANCANGAN ARSITEKTUR Dwiasta R, Andi Yusdi
FORUM BANGUNAN Vol 11, No 1 (2013)
Publisher : Universitas Negeri Makassar

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Abstract

Studies in the architectural design space will make the design work more optimal design and targeted, one way is to pay attention to aspects of the design. Physical aspects and non-physical aspects of becoming an effort to manipulate the architectural space in order to avoid improper assumptions in architectural design. Keywords: studi ruang, perancangan, laboratorium bayi tabung
PENENTUAN ARAH DAN KECEPATAN AIR TANAH DANGKAL DISEKITAR BANGUNAN DENGAN MENGGUNAKAN TEKNIK SUMUR TUNGGAL ., SUGIARTO; ., MARDIANA
FORUM BANGUNAN Vol 10, No 2 (2012)
Publisher : Universitas Negeri Makassar

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Abstract

The problem of ground water is a thing often becomes an obstacle for civil engineers in planning a construction project carefully and thoroughly. Therefore it is necessary for a study that could provide clear information on the state of the local ground water in order to produce a more accurate planning. The purpose of this study is to determine the direction and velocity of shallow groundwater wells using a single technique and combined with a radioactive tracer technique. In a single well technique, used as a tracer radioactive I 131 (tracer) and a drill wells as observation wells. This research was carried out behind the building and geothermal hydrology group P3TIR Nuclear Energy Agency Cinere Pasar Jumat Street, South Jakarta. In this study, groundwater velocity values obtained at 0, 5 cm / h and direction of groundwater flow westward. 
PENGUJIAN INFILTRASI FINAL CLAY COVER PADA BANGUNAN SANITARY LANDFILL galung, erwin
FORUM BANGUNAN Vol 12, No 1 (2014)
Publisher : Universitas Negeri Makassar

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Abstract

ABSTRACT The aim of the study is to analyze the physical characteristic of PCC cement variation used as final clay cover at sanitary landfill through column model testing of final clay cover infiltration. The result showed clay plasticity (CL) stabilization is low with cement variation of 0%, 5%, 10%, 15%, and 20% at column infiltration model. The highest infiltration (460 cm³/minute) is detected at clay without any cement stabilization while the lowest is for the 10% concentration with result of 23 cm³/minute. Its permeability decreases with the increase of cement concentration to as high as 10%. Permeability coefficient value (k) for 0% cement is 7,71 x 10-5 cm/second and 7,46 x 10-6 cm/second and 1,51 x 10-7 cm/second for cement concentration of 5% and 10%, respectively. However for concentration above 10%, the permeability coefficient value increases as high as 1,67 x 10-6 cm/second and 2,04 x 10-5 cm/second for cement concentration of 15% and 20%, respectively. Thus, from this study it can be concluded final clay cover for sanitary landfill can be used with various cement concentration up to 10%. Keywords: bleeding, density factor and slump value
PERBANDINGAN KUAT TEKAN BETON DENGAN MENGGUNAKAN ALAT UJI TEKAN DAN PALU BETON Amir, Mardiana; Kombong, Wenys; Idris, Muhammad
FORUM BANGUNAN Vol 11, No 2 (2013)
Publisher : Universitas Negeri Makassar

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Abstract

Testing method using a laboratory test machine press basically gives an accurate value for the specimen made up destroyed. While the test method test hammer (hammer concrete) made with infact burden (impact) on the surface of the concrete by using a mass that is activated by using a certain amount of energy in concrete construction, for example on the beam. The purpose of this study was to determine differences in the average compressive strength of the resulting test press until crushed (using a pressure test) and a test based infact press (using a hammer concrete). To test the field Test Hammer made of reinforced concrete beams (15cmx20cm x 200cm) made 1 piece samples (tested the left side, right and center. Subsequently the specimen was care for 27 days and testing of compressive strength at 28 days. Directions vertical concrete test hammer down α = - 90. Based on test results obtained in this study: average compressive strength - flat with a hammer and a concrete cylinder specimen gives the smallest value is: 263.7 kg/cm2. Compressive  average using Hammer Concrete and concrete beam specimen gives a higher value, namely: 288.5 kg/cm2.Compressive press average using engine compression test gives the highest value, 300.9 kg/cm2. Average ratio between using compressive strength machine  and  using test tools hammer concrete: 1.043 (beam specimen) and 1, 141 (cylindrical specimen). 
Analisis Kinerja Biaya dan Waktu pada Pembangunan Pasar Sentral Kabupaten Majene Sulawesi Barat amir, mardiana
FORUM BANGUNAN Vol 11, No 1 (2013)
Publisher : Universitas Negeri Makassar

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Abstract

In this study the authors use a method that is based on the concept of the value of the three indicators , namely : BCWS , BCWP , and ACWP . Budgeted Cost of Work Schedule ( BCWS ) , and identification method variance , thus producing estimates the cost and the length of time until the end of the execution of a project . The results showed Based on the concept of the value of the method can be concluded that the project 12 weeks experienced a gain of Rp 1,425,418,200 ( BCWP - ACWP ) or 15 % of the total cost of the project budget and project implementation faster one week of the project plan . Based on the indicators available at the time of reporting that at week 12 , it can be concluded that the Cost Variance obtained is Rp . 1,325,418,200.00 which shows that ( CV > 0 ) means the project cost less than the cost of the plan ( experience gains ) and Schedule Variance obtained is Rp . 688,761,000.00 which shows that ( SV > 0 ) means the project run faster than the planning time. Keywords : cost, time, BCWS , BCWP , and ACWP
STRUKTUR BETON BERTULANG DALAM PERSPEKTIF FLEKSIBILITAS BENTUK DAN ARSITEKTUR PLASTIS PADA RANCANGAN DEKONSTRUKSI Pujantara, Ruly
FORUM BANGUNAN Vol 12, No 2 (2014)
Publisher : Universitas Negeri Makassar

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Abstract

Since the Time of Architecture Renaissance, when the concrete was first time to be used as a structure and shaping a façade of the building, until this time of post modern era the concrete was still became a first choices to be used because its strength, its plasticity and its flexibility to support the architectural design, especially in shaping and forming the building design. The concrete technology nowadays with additional advance material in combination, makes the quality of the concrete became more developed to support face of architecture with form and shape. Perspective of the art of concrete in architectural plasticity is the main theme to discuss more comprehensive in this journal, based on review of Architecture Deconstruction. Keywords: concrete structures, concrete technology, architecture deconstruction
STUDI ALTERNATIF PENGENDALIAN BANJIR KOTA TAKALAR Amir, amir
FORUM BANGUNAN Vol 12, No 1 (2014)
Publisher : Universitas Negeri Makassar

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Abstract

Environmental conditions in the study site that frequently occurs Takalar City Overflow / floods so that flood patterns control development is necessary to maintain public activities due to infrastructure damage caused by the overflow of Pappa river. This paper aims to establish a model of control by way of the construction of dams, development reservoir regulation, or a combination of regulation and dams. This research uses descriptive quantitative analysis methods and data collection is done through field observations and assisted by a one-dimensional model of program Hec-Ras to analyze the transverse profile streams at once devise alternative flood control overflow of river Pappa. The results showed that the city is in need of a building Takalar flood control due to overflow of river water Pappa. But the most important is community involvement in the maintenance of the existing DAS to keep the water catchment area.

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