Claim Missing Document
Check
Articles

Found 4 Documents
Search

KAJIAN TEKNIS PENGGUNAAN UJI PDA (Pile Driven Analysis) PADA TIANG PONDASI Yohanes Sibagariang; Valentana Tarigan; Budi Florianta Tarigan
JUITECH: Jurnal Ilmiah Fakultas Teknik Universitas Quality Vol 5, No 2 (2021): Vol 5 No. 2 Tahun 2021
Publisher : Universitas Quality

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.36764/ju.v5i2.635

Abstract

Foundation work is an initial job that is usually done by all engineers in the construction of structures. Beginning with a soil investigation survey, then identification of the type and strength of the soil is carried out to determine the type of foundation that is suitable for the structure. In planning the foundation in building construction, it is necessary to investigate the soil parameters used in the calculation of the bearing capacity of the soil. The bearing capacity of the soil is very influential on the type and dimensions of the foundation, especially regarding the load carried by the foundation to be planned. A foundation is part of an engineering system that transmits the load supported by the foundation and its own weight to and into the soil and rock that lies beneath it. The resulting soil stresses except at the soil surface are in addition to the loads already present in the soil mass from its own weight. The borepile foundation made was 181 piles and the tested piles were 3 piles or 3/181 = 1.7%. The weight of the hammer used should be = ultimate bearing capacity *1% = 244.45 x 1% = 2.5 tons. While the weight of the hammer used in the field is 2.5 tons, meaning that it is sufficient. Hammer fall height = 1 – 1.2 m, so the hammer impact energy efficiency is 3.3-18%. For hammer impact energy efficiency for B-3 piles of 3.3% is considered inadequate.
Pengaruh Komposisi Polipropilena Terhadap Kekuatan Asphalt Concrete Wearing Coarse dengan Pengujian Marshall Test Budi Florianta Tarigan; Nurdiana Nurdiana
JUITECH: Jurnal Ilmiah Fakultas Teknik Universitas Quality Vol 1, No 1 (2017): Vol 1 No. 1 Tahun 2017
Publisher : Universitas Quality

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.36764/ju.v1i1.5

Abstract

Research on the effect of adding to the strength polypropylene plastic material mix Asphalt Concrete Wearing Coarse. Before the making of the specimen, do Design and mixed (mix design) that includes planning, determination and measurement of asphalt composition of each fraction better each aggregate asphalt, polypropylene and filler. After the job mix, made with a sample weight of 1200 g, and by varying the composition of polypropylene 2%, 3%, and 5% of the aggregate weight of stone dust. Methods of testing is done by using the Marshall test ie based on the results of Stability, Flow and Marshal Quontent. The results showed that the value of stability, flow and Marshal Quontent has met the specifications of Highways 2010 Revision 3
POLA PERGERAKAN TRANSPORTASI PENDUDUK YANG DITIMBULKAN OLEH KAWASAN PERUMAHAN DI KOTA MEDAN Parada Afkiki Eko Saputra; Budi Florianta Tarigan
JUITECH: Jurnal Ilmiah Fakultas Teknik Universitas Quality Vol 3, No 2 (2019): Vol 3 No 2
Publisher : Universitas Quality

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.36764/ju.v3i2.254

Abstract

Medan City as the location chosen in this study, has an area of 265.00 km2 with a population of 2,210,624 people and is increasing every year (Badan Pusat Statistik, 2015). With the increasing population of the city increasing activity and the number of good people traveling well. The city of Medan is currently promoting quite rapid development, a development from now on with the change in New settlements in the region which were built by settlement developers who also increased transportation development. It is very interesting to discuss about regional settlements in the city of Medan, especially in terms of trip generation. The housing area that is the object of research is part of land use in the Medan city area. From the research results, the best model that can be used at this time can be applied in housing location planning, namely the linear multiple regression model on luxury housing types, namely Y1 = 3.373 + 1.569 X1 + 0.139 X4 + 0.456 X6, therefore the findings that can be found are the variables that have an impact on the trip generation from housing. The value of the variable Number of family members (X1) is equal to 1,569 X1, it can be interpreted as increasing the value of the number of people who will increase travel production by 1,569 trips / family / day. The value of the variable number of motorcycle ownership (X4) is 0.139 X4 which means increasing the number of one unit will increase travel production by 0.139 trips / family / day. The value of the variable number of families attending school (X6) is 0.456 X6 which is related to an increase of one person increasing the production of trips that is equal to 0.456 trips / family / day.
Analisa Tikungan Terhadap Keselamatan Pengguna Jalan Raya Bandar Baru – Berastagi ( Kabupaten Deliserdang – Kabupaten Karo ) Budi Florianta Tarigan, S.T., M.T.; Seno Imanuel Sitepu, S.T
JUITECH: Jurnal Ilmiah Fakultas Teknik Universitas Quality Vol 3, No 1 (2019): Vol 3 No 1
Publisher : Universitas Quality

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.36764/ju.v3i1.170

Abstract

Basically the construction of a highway is the process of opening a traffic room that overcomes various geographical obstacles. In road design, the geometry of the road must be set in such a way that the road in question can provide optimal service to traffic according to its function. Roads that are used as locations are several roads located in the area of North Sumatra, Deli Serdang Regency and Karo Regency, namely Three (3) STAs, such as (STA 49 + 400 Bend Amoy I), (STA 50 + 500 Bend Amoy II), ( STA 58 + 300 Pelawi Bend). Data identification results, STA 49 + 400 Amoy I bend using spiral-spiral (SS) type, STA STA 50 + 500 Amoy II bend using spiral-spiral (SS) bend type, and STA 58 + 300 Pelawi bend using spiral bend type -spiral (SS) too. Therefore all three points of the STA must get special treatment to reduce the possibility of an accident.