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Riki Ruli A. Siregar
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riki.ruli@sttpln.ac.id
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Kota adm. jakarta barat,
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INDONESIA
Forum Mekanika
ISSN : 23561491     EISSN : -     DOI : -
FORUM MEKANIKA Journal, especially for Civil Engineering Lecturers and generally for all Practitioners to be able to contribute in the form of scientific writing that will be useful for the application of science and technology, especially in the field of Civil Engineering.
Arjuna Subject : -
Articles 45 Documents
ANALISIS BANJIR DAN TINGGI MUKA AIR PADA RUAS SUNGAI CILIWUNG STA 7+646 s/d STA 15+049 Jurnal, Redaksi Tim
JURNAL FORUM MEKANIKA Vol 7 No 1 (2018): JURNAL FORUM MEKANIKA
Publisher : Sekolah Tinggi Teknik - PLN

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.33322/forummekanika.v7i1.85

Abstract

The problem of flooding in DKI Jakarta is considered normal because almost every year can hit the city of Jakarta especially during the rainy season. In DKI Jakarta itself there are several rivers, one of which is Ciliwung River which is the most influential river in DKI Jakarta which often cause flood every year. The purpose of this research is to know the location of flood / river flood that occurs in the segments along Ciliwung River STA 7 + 646 s / d STA 15 + 049. Data processing begins with the calculation of average rainfall, frequency analysis, and then hour-time rain distribution. Method of calculation of flood discharge using the synthetic unit of Nakayasu and Gama I synthetic data. Rainfall data using 2 observation stations for 3 years rain (2014-2016). In the frequency analysis used Gumbel distribution berdasrkan test results suitability data Smirnov- Kolmogorov and Chi-Square. The result of flood peak discharge design with HSS Nakayasu on return period Q5 = 687,80 m3 / dt, Q10 = 743,21 m3 / dt, Q20 = 796,36 m3 / s, Q50 = 865,15 m3 / dt, Q100 = 916,71 m3 / s, while flood peak discharge design with HSS Gama I on return period Q5 = 347,03 m3 / s, Q10 = 372,12 m3 / s, Q20 = 396,20 m3 / s, Q50 = 427, 36 m3 / s, Q100 = 450,71 m3 / s. The design flood discharge value approaching the measured debit value is HSS Nakayasu. Steps continued using HEC-RAS 4.1.0 software to determine the capacity of river catchment by using Nakayasu discharge. After analyzing using the software, most stationing of the Ciliwung River at STA 7 + 646 to STA 15 + 049 can not accommodate the planned discharge during the 20th anniversary period, hence the need for river improvements in the form of river normalization and elevation of dikes.
ANALISIS KELAYAKAN PERENCANAAN PEMBANGUNAN JALAN PENGHUBUNG (MISSING LINK) ANTARA DESA SIKUR SAMPAI DESA PAOKMOTONG KABUPATEN LOMBOK TIMUR Jurnal, Redaksi Tim
JURNAL FORUM MEKANIKA Vol 7 No 1 (2018): JURNAL FORUM MEKANIKA
Publisher : Sekolah Tinggi Teknik - PLN

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.33322/forummekanika.v7i1.86

Abstract

In 2017, the Government of East Lombok plans to improve their public services, especially in the transportation sector related to the activation of the Paokmotong s new market. Thus government plans to build a connecting road in this national road. At the moment, the plan shows the highest v / c ratio at 0.51 and the busiest intersections with saturation degree at 0.76, which in the year of the plan would be arise as a new problem of transportation. This study includes road network analysis performance before and after the implementation of the road plan scenario. VISSIM software is used to support the trip assignment stage. By using this software, amount of technical aspects are examined include: the average speed of the network, travel time, trip distance, and average delay network. While in the Path Trace analysis also includes horizontal alignment, vertical alignment and layer of pavement plan. One more addition, is about economic factor. Economic development feasibility is done by comparing road construction costs and travel cost efficiencies through the project year which include: Net Present Value (NPV), Benefit Cost Ratio (BCR) and Internal Rate Return (IRR).
ANALISIS PENGARUH BESAR BUTIRAN AGREGAT KASAR TERHADAP KUAT TEKAN BETON NORMAL Jurnal, Redaksi Tim
JURNAL FORUM MEKANIKA Vol 7 No 1 (2018): JURNAL FORUM MEKANIKA
Publisher : Sekolah Tinggi Teknik - PLN

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.33322/forummekanika.v7i1.87

Abstract

The purpose of this research is to know whether the influence of bulk aggregate grains influence the targeted compressive strength value, test sample to concrete compressive strength. This research is a quantitative research that starts from the testing of materials used as concrete materials and make the concrete mix design based on the procedure to make normal concrete on SNI 03-2834-2000. The analyzing data using simple statistical method by comparing the average value of compressive strength from various sample forms. From the result of analysis, obtained data from of compressive strength achieved with the bulk of the granular aggregate grains used differently. The coarse aggregate grain also affects the compressive strength value with the greater tendency of coarse aggregate grains used, the greater the compressive strength.
IDENTIFIKASI PENYEBAB KECELAKAAN KERJA PADA PROYEK KONSTRUKSI BANGUNAN GEDUNG TINGGI Jurnal, Redaksi Tim
JURNAL FORUM MEKANIKA Vol 7 No 1 (2018): JURNAL FORUM MEKANIKA
Publisher : Sekolah Tinggi Teknik - PLN

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.33322/forummekanika.v7i1.88

Abstract

The most important resource in a construction project is labor, it is possible to cause errors that can disrupt the implementation. Thus the safety and health of the work must always be protected to prevent the occurrence of work accidents, for that effort is done by evaluating the cause of work accidents on construction projects. In this thesis, the issues raised are what are the dominant indicators of causes of occupational accidents and how to mitigate K3 on those dominant indicators. To know the dominant indicator, then do observation and interview with related personnel in the implementation of the construction project. Assessment of dominant indicators is obtained by scoring method using Likert scale. From the results of data analysis at PT. In total, respondents were 43 respondents (67%) with 27 indicators of occupational accidents due to K3 policy in Government Regulation No. 5 of 2012 already exist, but not yet done well, documentation does not exist, implementation of K3 has not been done in the field. And got the dominant indicator is from human factor with indicator A.3 equal to 95.56% that is behavior and habit careless. Factors that become obstacles in the implementation of OSH policy are human factor (HR), work tool factor, and working condition factor.
PENGARUH FLY ASH DENGAN PENAMBAHAN CACAHAN KARET, SILICA FUME DAN SUPERPLASTICIZER TERHADAP BETON Jurnal, Redaksi Tim
JURNAL FORUM MEKANIKA Vol 7 No 1 (2018): JURNAL FORUM MEKANIKA
Publisher : Sekolah Tinggi Teknik - PLN

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.33322/forummekanika.v7i1.89

Abstract

Along with the progress of environmental action movement, the systematic destruction of nature, began to be reduced, so it is necessary to think about the use of new types of mixed sources that can be used in the manufacture of concrete. Utilization of fly ash and rubber debris on concrete is expected to cope with the impact of environmental pollution. Therefore, the effect of variations of fly ash with the addition of rubber shards and with added materials (admixture) such as silica fume and superplasticizer on concrete mixes can improve the quality of concrete. The samples of the study were made by comparison of fly ash Bangka with fly ash Suralaya by 0%, 10% of the weight of cement and 5% of fine weight aggregate with silica fume 4% of the weight of cement that has been reduced by the weight of fly ash and supplemented by a superplasticizer of 2% water needs. Testing sample at age 7, 14, 28 days, to know compressive strength, slump and concrete timesetting.
PERILAKU STRUKTUR TOWER TRANSMISI TIPE SUSPENSION TERHADAP BEBAN ANGIN Jurnal, Redaksi Tim
JURNAL FORUM MEKANIKA Vol 7 No 1 (2018): JURNAL FORUM MEKANIKA
Publisher : Sekolah Tinggi Teknik - PLN

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.33322/forummekanika.v7i1.90

Abstract

The need for electricity supply in Indonesia is getting bigger along with the higher population growth. This gives encouragement to stakeholders to expand infrastructure development in the electricity sector. Nationally, the biggest demand for electricity is industrial sector, followed by household, business, and general sectors. In its application, the tower transmission structure has a major role to distribute the electricity needs in general. Transmission tower structure is classified as Truss structure. The truss frame is a structure consisting of a combination of rods forming triangular structures connected to each other, and encumbered in their joints. With the concept of balance of style and design of the existing code can be determined the capacity of tower and the response of the structure when carrying the primary loads, especially wind loads.
STUDI SIFAT MEKANIS TANAH MERAH DENGAN PENGUJIAN TRIAKSIAL Jurnal, Redaksi Tim
JURNAL FORUM MEKANIKA Vol 7 No 1 (2018): JURNAL FORUM MEKANIKA
Publisher : Sekolah Tinggi Teknik - PLN

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.33322/forummekanika.v7i1.91

Abstract

Characteristics soft soil can cause instability and long-term degradation problems. This is because the soil has a low shear strength value and high compressibility. One type of soil belonging to the soft soil type is soft clay soil. Red soil belongs to the soft clay soil type. Therefore, the purpose of this research to determines the parameters of the shear strength of red soil in the area of Pakjo City Palembang, South Sumatra Province. The equipment had been used to obtain parameters of mechanical properties of red soil was using Triaxial apparatus. The results of the red soil properties index include: water content value (□ 27.70%, specific gravity value (Gs) 2.67, liquid limit value (LL) 66.00%, value of plastic limit of 25.13% and index value (IP) of 40.87% Classification of soil CH (USCS) and A-7-6 (AASHTO). The result of the Triaxial tests was the value of cohesion (c): 16.25-18, 15 kPa, and internal friction (□): 13.50-14.75⁰. The result of shear strength (□) : 17.68-24.02 kPa. The shear strength value of red soil indicates soil which includes soft soil (12.5-25 kPa).
ANALISA KINERJA PERSIMPANGAN BERSINYAL PADA PERSIMPANGAN ANGKATAN 66 DAN RUAS JALAN R. SOEKAMTO KOTA PALEMBANG Jurnal, Redaksi Tim
JURNAL FORUM MEKANIKA Vol 6 No 2 (2017): JURNAL FORUM MEKANIKA
Publisher : Sekolah Tinggi Teknik - PLN

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.33322/forummekanika.v6i2.116

Abstract

Transportation is a very important and strategic means to facilitate the movement in an effort to meet the needs of the community. Planning and construction of transportation facilities and infrastructure, greatly influence in determining the increase of economic growth in supporting the achievement of development targets. The real impact that occurs as a result of rapid economic growth, population growth, and changes in land use affects the performance of intersections and roads, especially the problem of congestion, delays, queues opportunities and other issues. Based on the result of calculation analysis which have been done by using Indonesian Highway Capacity Manual method (IHCM), capacity of intersection of Angkatan 66 Palembang on the condition of the morning peak was 3007 smp / hour at peak lunch was 2875 smp / hour and the afternoon peak is 2997 smp / hour. The high movement of vehicular traffic flow at the intersection of Angkatan 66 and the road R. Soekamto indicates that the level of service is not sufficient to meet traffic needs, this can be seen from the Lower level of service or performance (Level of Service / LOS) at the intersection Angkatan 66 and the road R. Soekamto C (0,7908) and D (0,889) are at the level where the current begins unstable operation speed relatively quick decline due to the obstacles that arise. So to overcome the problem of alternative road widening or construction of fly over (fly over) and traffic management in the form of traffic engineering management has to be implemented.
ANALISA PENGARUH ADMIXTURE TERHADAP ABU TERBANG (FLY ASH) DAN BOTTOM ASH Jurnal, Redaksi Tim
JURNAL FORUM MEKANIKA Vol 6 No 2 (2017): JURNAL FORUM MEKANIKA
Publisher : Sekolah Tinggi Teknik - PLN

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.33322/forummekanika.v6i2.117

Abstract

With improve the quality of concrete is by using the addition of admixture. By adding admixture Silica fume and superplasticizer is expected to improve concrete quality in concrete using fly ash and bottom ash. The main objective of this research is to know the value of concrete compressive strength, slump test value, fresh concrete temperature and setting time in concrete using fly ash and bottom ash by 0%, 5%, 10%, 15%, 20% and 25% by weight of cement, with variations of silica fume 0%, 2%, 4%, 6 %, 8%, 10% of the weight of cement that has been reduced by the weight of fly ash and bottom ash and added with superplasticizer of 2% of the water requirement. The planned concrete quality was 41.7 MPa at 28 days, with the sample tested at age 7, 14, 28 days. Based on the results of the highest concrete compressive strength test for fly ash concrete (fly ash) is found in FA mixture variation 10%, SP 4%, SF 2% that is equal to 56,16 MPa. And for mixed bottom ash the highest compressive strength on mixed variation of BA 5%, SF 2%, SP 2% is equal to 49,82 MPa. Fresh concrete temperature variation of FA mixture 5%, SF 2%, SP 2% and BA 5%, SF 2%, SP 2% rose one degree from normal concrete temperature. Setting time generated on mixed concrete FA 5%, SF 2%, SP 2% has the fastest initial time setting ie 251 minutes of all variations of concrete mix.
ANALISA STATISTIK DEBIT BANJIR DAN DEBIT ANDALAN SUNGAI KOMERING SUMATERA SELATAN Jurnal, Redaksi Tim
JURNAL FORUM MEKANIKA Vol 6 No 2 (2017): JURNAL FORUM MEKANIKA
Publisher : Sekolah Tinggi Teknik - PLN

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.33322/forummekanika.v6i2.118

Abstract

River flow discharge is one of the most important hydrological parameters for the management of water resources because river flow data is required for future pusposes assuming the process characteristics are unchanged. Komering River is one of the largest rivers in the Province South Sumatra which is quite a big role in the lives of people who are in the sub Komering watershed. The magnitude of the flood discharge and dependable flow Komering River is very important to to be taken into account, by analyzing the flood discharge can be done flood management, while by analyzing the dependable flow can be done planning river water utilization. The research based on the collection of secondary data obtained from Departemen Pekerjaan Umum Sumatera Selatan and Balai Besar Wilayah Sungai Sumatera VIII, discharge data from 2000 to 2010 and maps needed to know the study area. All the data are correlated where the analysis is intended to determine the statistics of flood discharge and dependable flow Komering River. From the results of analyzes obtained that the distribution can be used to predict flooding in the river discharge is Gumbel distribution with estimate the flood discharge for 2 years return period 1007.57 m³/dt, for 5 years return period 1459.79 m³/dt, for 10 years return period 1759.20 m³/dt, for 25 years return peiod 2137.50 m³/dt, for 50 years return period 2418.15 m³/dt, and for 100 years return period 2696.73 m³/dt. Based on analysis of dependable flow, Month Basic Plan Method, thatLog Pearson III distribution can be used to analyze River Komering dependable flow. The highest dependable flow of is 226.20 m³/dt and the lowest dependable flow is 62.08 m³/dt.