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Media Ilmiah Teknik Sipil

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Published by Universitas Muhammadiyah Palangkaraya

ISSN : 02161346 EISSN : 24073857 DOI : -

Core Subject : Engineering,

Civil Engineering, Building, Construction & Architecture

The publication of Media Ilmiah Teknik Sipil certainly participates in disseminating the results of research and review of science and technology development conducted by lecturers and researchers especially from UM Palangkaraya and other universities. This edition contains 8 articles consisting of civil engineering topics.

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Articles 7 Documents

Search results for , issue "Vol 8 No 1 (2019): Media Ilmiah Teknik Sipil" : 7 Documents clear

Korelasi Tahanan Ujung Konus (qc) Dengan California Bearing Ratio (CBR) Untuk Tanah Di Banjarbaru Hendra Cahyadi
Media Ilmiah Teknik Sipil Vol 8 No 1 (2019): Media Ilmiah Teknik Sipil
Publisher : Institute for Researches and Community Services Universitas Muhammadiyah Palangkaraya

All this time, the score of CBR is calculated according to qc score. Generally, a planner usually refers to a graph / nomogram published in the literature book, but the graph/nomogram on the book may not probably able to apply in all areas, including Banjarbaru. In this particular research, it aimed to make the graph or equation between CBR and Cone tests in the cone area of 0.5 in2. Both tests used the same sample of water contents and density. The samples were taken in four areas in Banjarbaru; Balitra, Jalan Semeru (Semeru Street), Mandiangin Circuit, and Banjarbaru Asri Housing. There took soil samples in three points of every area. By the test, obtained the correlation between CBR and Cone End Resistance (qc) on Banjarbaru area: CBR = 0.0545 qc + 2.618 and the qc score is between 50 kg/cm2 to 300 kg/cm2.

Pengaruh Kekuatan Balok Induk Terhadap Dimensi Balok Anak Pada Beton Bertulang Tahan Tahan
Media Ilmiah Teknik Sipil Vol 8 No 1 (2019): Media Ilmiah Teknik Sipil
Publisher : Institute for Researches and Community Services Universitas Muhammadiyah Palangkaraya

Generally, concrete can be categorized into normal quality concrete and high-quality concrete, both are commonly used in construction. Normal quality concrete has approximately 20 MPa to 58 MPa quality, while the high-quality concrete has higher than 58 MPa. One of the applications of these concrete in structure is the dimension and joist position toward the beam’s strength in a story structure. To analyze the effect of joist toward beam, Finite Element Analysis (FEA)is applied with the following: Utilizing ANSYS with SOLID65, SOLID45, LINK8 with varying size of joist and beam such as type A beam by the size of 30/40 and joist by the size of 20/40, 25/40, 30/40, type B beam by the size of 30/50 and joist size of 25/50, 25/40, 25/35 and type C beam by the size of 40/60 and the joist size of 35/60, 35/50, 35/40. Steel material is used each has 400 MPa for the main reinforcement tension, 200 MPa for the stirrup reinforcement, normal quality concrete tension of 25 MPa, placement tension of 400 MPa, steel modulus elasticity of 200,000 MPa. Based on the FEA it is obtained that the comparison of joist influence toward the beam is centered from the comparison result of

Alternatif Sistem Penataan Infrastruktur Kawasan Permukiman Kumuh Di Kota Palangka Raya Muhing L. Agau; Rusdi H.A.; Candra Yuliana
Media Ilmiah Teknik Sipil Vol 8 No 1 (2019): Media Ilmiah Teknik Sipil
Publisher : Institute for Researches and Community Services Universitas Muhammadiyah Palangkaraya

Environment Structuring is an important factor in settlement improvement efforts. As an indicator of clean and healthy neighborhoods that continuing environmental improvement quality can be measured by the presence or not, and good or poor infrastructure such as residential areas. The settlement Palangka Permai is located between the street G. Obos and Yos Sudarso Palangka Raya. It indicates that there are some drawbacks in terms of infrastructure feasibility aspects. Problems and objectives set out in this study are to determine the condition, causes and alternative systems of infrastructure arrangement residential area which is managed by the developer in the Palangkaraya city, as a basis for making alternative arrangement of the infrastructure systems to prevent neighborhoods from becoming a slum in Palangkaraya city. The results calculated scores to gauge the feasibility of infrastructure categories shows that the environmental aspect and location aspects of ordinary uncategorized. Aspects of road infrastructure, water and drainage, social facilities, buildings and technical of liquid and solid waste disposal have deserved fewer categories. The alternative system proposed settlement infrastructure is on Road infrastructure by optimizing the way the existing environment, create a new road axis, providing an environment of interconnected roads, procurement of drainage on either side of the road with a width and height of > 10% from width of pavement, optimizing the public open space, private open space, trees, and green layout, landscape and green belt areas as social facilities, oversight, and action on changes in appearance of buildings, by evaluating the ownership of the IMB and to make special rules to regulate of the building function, waste solid management (waste) needs to form an organization for the handling of waste. For the liquid wastes, handling is the local provider is to disposal wastewater system (on-site system) with system or septic tank and cubluk disposal centralized (off-site system) to create a closed channel to a combination of wastewater and surface water

Analisis Daerah Rawan Kecelakaan Di Ruas Jalan Palangka Raya – Tangkiling Devia Devia
Media Ilmiah Teknik Sipil Vol 8 No 1 (2019): Media Ilmiah Teknik Sipil
Publisher : Institute for Researches and Community Services Universitas Muhammadiyah Palangkaraya

The number of traffic accidents on roads from Palangka Raya to Tangkiling has increased. This is proved that it has increased every year. The road is functioned as the linking road among districts and it is also utilized as the main artery road. Accidents that are occurred in some parts of that road decrease the performance of the road. The aim of this study is to analyze the accident-prone area and its causes so that we are able to identify the handings of that area. This study aims to identify the blackspot points and variables that affect the accident rate (AR) as well as provide handlings for the accident-prone area. The statistic test was multiple linear regression tests using SPSS program. Based on the result of the analysis, it was found that the highest accident rate (AR) on the range of STA 3+000 to 4+000 on Tjilik Riwut road in Palangka Raya. Changes in land use, type of accident, gender, and high speed of vehicle make the accident rate increase. Therefore it is necessary to pay attention to the use of land beside the road so that the Road Benefit Space is free of all kinds of buildings

Rekayasa Sistem Tata Air Lokasi Transmigrasi Palingkau Asri Lahan Usaha Satu SP-2 Di Wilayah Kabupaten Kapuas Propinsi Kalimantan Tengah Prihanika Prihanika
Media Ilmiah Teknik Sipil Vol 8 No 1 (2019): Media Ilmiah Teknik Sipil
Publisher : Institute for Researches and Community Services Universitas Muhammadiyah Palangkaraya

Agriculture land in the transmigration location of Palingkau Asri is one of the development locations for tidal land development in Kalimantan. In its development this location has been divided into three settlement areas (SP), one of them is the SP-2. The focus of this research is Lahan Usaha Satu at SP-2. There are already irrigation networks consisting of irrigation channels (a simple drainage system) in the form of primary pilot channels, primary auxiliary channels, and tertiary channels. The main problems of this location include the excess of water that occurs in rainy seasons and a water system that does not function properly. To overcome these problems research was carried out in the following steps. Firstly, primary and secondary data were taken. Secondly, the water system optimization was examined using a mathematical model that was solved by using the HEC-RAS software package. Lastly, the problem of the excess water (floods) was solved by determining a dike height for a period of 25 years and optimizing the water system with water management structures such as watergates. The results indicated that the existing water management system still can handle the excess of water although the tertiary channels were overflowed (channel of T2, T4, T6, T12) especially at T6, where the overflow reached a maximum value of 1.1 m. The simulation with HEC-RAS

Analisis Sertifikasi Tenaga Ahli Dan Terampil Di Kalimantan Tengah Tahun 2019 Maretina Eka Sinta
Media Ilmiah Teknik Sipil Vol 8 No 1 (2019): Media Ilmiah Teknik Sipil
Publisher : Institute for Researches and Community Services Universitas Muhammadiyah Palangkaraya

Workers who have been declared competent will receive a certificate as proof of competence. The certificate serves as proof of competence, the certificate holder will treat the certificate as part of the pride, proof of ability as well as recognition of the knowledge it has. Based on the results of the study using the Frequency Distribution method, the results show that the presence of Experts and Skilled civil certified in Palangka Raya City has a significant effect on the progress of the construction world in Palangka Raya City with the relative frequency (F) value of 57.50% ≥ 50, 00% ~ 75.00% and the high level of ability of Experts and Skills to overcome technical problems in the field with a relative frequency (F) value of 60.00% ≥ 50.00% ~ 75.00%, which means it is satisfactory. Taking into account the results of research on the existence of experts and skilled workers who have had a real positive influence on the progress of the world of construction especially in the City of Palangka Raya, it is deemed necessary that every construction work is required to involve competent and certified experts and skilled civilians so that the quality of work construction can be maintained. Furthermore, in order to maintain continuity and anticipate the progress of the construction world, it is deemed necessary that certified experts and skilled civilians always learn and update their knowledge by always learning, either through training activities, seminars or workshops

Persamaan Nilai Korelasi Indeks Plastisitas (PI) Tanah Dengan California Bearing Ratio (CBR) Tanah Lempung Palangka Raya Noviyanthy Handayani; Norseta Ajie Saputra
Media Ilmiah Teknik Sipil Vol 8 No 1 (2019): Media Ilmiah Teknik Sipil
Publisher : Institute for Researches and Community Services Universitas Muhammadiyah Palangkaraya

During this time to get the value of California Bearing Ratio (CBR) planners will conduct field tests and/or laboratory tests. This takes time and is relatively large. For this reason, it is needed a practical matter or formulation about the relationship between soil parameters so that planners do not need to test the overall soil parameters. This study aims to obtain a graph or correlation of the Plasticity Index (PI) with California Bearing Ratio (CBR) for clay soils in the Palangka Raya region. Clay soil samples were taken at 3 (three) locations in the City of Palangka Raya. Based on the results of tests on several samples obtained the largest CBR value in soil samples from Tangkiling village which reached a value of 6.56%. While the lowest CBR value obtained from the village of Kereng Bengkirai is 3.14%. For the PI value, the biggest value obtained in Bukit Rawi village is the largest, namely 20.54% and the smallest PI value obtained in Tangkiling village is 9.01%. In general, it can be concluded that the CBR value of clay is inversely proportional to the value of PI. Wherein it is known that the greater the CBR value, the smaller the PI value and vice versa. The overall correlation results of the PI value (plasticity index) to the CBR (California Bearing Ratio) obtain the correlation results using the linear graph CBR = -0.28383 PI + 8,9843. While the correlation value based on analytical calculations obtained CBR = -0,3006X + 9,0190. This test shows that the correlation value has a very high relationship when viewed from the benchmark correlation results (R = 0.80-1.00). The results of the correlation value using linear regression graphs worth R = 0.8489 and using analytical correlation methods worth R = 0.9283. So the final result of this study is to look for a relationship between PI values and CBR values. Then for the value of R is taken the smallest value that is R = 0.8489.

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Contact Name
Mohammad Rizki Fadhil Pratama

Contact Email
mohammadrizkifadhilpratama@gmail.com

Phone
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Journal Mail Official
vnovrianti@gmail.com

Editorial Address
-

Location
Kota palangkaraya,

Kalimantan tengah

INDONESIA