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All Journal CHEMICA Jurnal Teknik Kimia Prosiding Semnastek Bearing : Jurnal Penelitian dan Kajian Teknik Sipil Jurnal Teknik Sipil Institut Teknologi Padang
Mira Setiawati
Universitas Muhammadiyah Palembang
Chemical Engineering, Chemistry & Bioengineering Civil Engineering, Building, Construction & Architecture Computer Science & IT Energy Engineering Transportation

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Journal : Bearing : Jurnal Penelitian dan Kajian Teknik Sipil

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PENGARUH AIR SODA TERHADAP KUAT TEKAN BETON Revisdah, Revisdah; Setiawati, Mira
Bearing : Jurnal Penelitian dan Kajian Teknik Sipil Vol 4, No 4 (2016): Vol 4 No 4 Desember 2016
Publisher : Universitas Muhammadiyah Palembang

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.32502/jbearing.697201644

Abstract

Beton  merupakan material bangunan yang paling banyak digunakan dalam kegiatan konstruksi, baik pada konstruksi bangunan gedung, jalan maupun konstruksi bangunan air. Salah satu keunggulan beton yaitu ketahanan beton terhadap tekanan dan bertahan lama ( durability ). Dewasa ini banyak penelitian tentang beton guna menambah kekuatan beton, baik menggunakan bahan tambah maupun bahan pengganti. Namun dari sekian banyak penelitian pada beton guna meningkatkan kuat tekan beton tetap saja beton memiliki kelemahan, terutama terhadap reaksi kimia yang dapat menyebabkan korosi pada tulangan beton. Salah satu penyebab korosi pada tulangan beton ialah akibat adanya reaksi karbonasi dari gas CO2 yang membentuk asam dan tercampur ke dalam beton yang menyebabkan pH sebagai pelindung permukaan tulangan beton turun. Sementara dampak yang ditimbulkan akibat karbonasi pada beton sendiri menurut teori  tidak selalu merugikan terhadap kuat tekan beton. Dalam penelitian ini, peneliti mencoba mengamati dampak dari adanya gas CO2 yang terdapat pada air soda ( soda water ) yang digunakan untuk menggantikan air campuran beton terhadap kuat tekan beton itu sendiri. Pengujian kuat tekan beton dilakukan pada umur 28 hari. Hasil penelitian menunjukkan bahwa, terjadi peningkatan kuat tekan beton. Peningkatan terjadi hingga penggunaan air soda 8%.  Kuat tekan yang didapat dengan penggunaan air soda 8% yaitu sebesar 421,993kg/cm2, mengalami peningkatan sebesar 2,134% dibandingkan dengan kuat tekan beton normal. Ini dikarenakan CO2 bereaksi secara optimal dengan kapur bebas pada beton, hasil reaksi berupa kalsium karbonat yang bersifat keras dan mengurangi permeabilitas permukaan beton.
CHARACTERISTIC ANALYSIS OF BEARING CAPACITY WITH LABORATORY CALIFORNIA BEARING RATIO TEST AND UNCONFINED COMPRESSION STRENGTH TEST Arfan, Muhammad; Setiawati, Mira
Bearing : Jurnal Penelitian dan Kajian Teknik Sipil Vol 5, No 3 (2018): Vol 5 No 3 Juni 2018
Publisher : Universitas Muhammadiyah Palembang

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.32502/jbearing.1759201853

Abstract

Construction carried out on soft soil must require serious handling such as selection of the right type or type of foundation or soil improvement. However, during this time the investigation of soil in soft soil areas often has difficulty, the difficulty is the difficulty of obtaining undisturbed samples and the difficulty of testing the physical properties of soft soil including testing the strength of the soil bearing capacity. which is often a problem with its bearing capacity has poor characteristics such as clay soil to silty which is easy to experience expansive or bloated process of shrinkage to water content, low level of permeability (nonporous) and friction between weak grains and even types soil that is easy to liquefaction soil.Some ways to determine the bearing capacity of the soil in accordance with the characteristics of the equipment, each test can produce different test results for the same test object. Because this can occur in the testing procedure and the workings of different tools as well as the main test results target of each equipment in the determination of soil parameters.In this study the tests were carried out by analyzing the characteristics of clay California bearing ratio with Laboratory CBR and Unconfined Compression Test (UCS).
PEMANFAATAN LIMBAH ABU SEKAM PADI SEBAGAI BAHAN PENGGANTI SEMEN PADA CAMPURAN BETON Setiawati, Mira
Bearing : Jurnal Penelitian dan Kajian Teknik Sipil Vol 3, No 4 (2014): Jurnal Teknik Sipil
Publisher : Universitas Muhammadiyah Palembang

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.32502/jbearing.9201434

Abstract

Sekam padi merupakan suatu material yang merupakan limbah dari hasil pengolahan padi  menjadi  beras  pada  pabrik  penggilingan  padi,  yang  tidak  digunakan  untuk  proses lanjutan,  sehingga  sekam  padi  tersebut  merupakan  limbah  yang  tidak  mengalami pengolahan  kembali.   Hasil pembakaran sekam padi mengandung silica sebagai komponen utamanya, dimana kandungan silika ini mencapai 86,9% - 97,3 % basis kering.Penelitian ini sendiri akan memfokuskan pada pembuatan benda uji beton berbentuk kubus dengan campuran abu sekam padi sebagai bahan pengganti semen sebanyak 0%, 5%, 10, 15%, 20%, 25%, 30%, 35% dan 40% terhadap jumlah semen.Setelah dilakukan pengujian di laboratorium diperoleh nilai kuat tekan beton berturut – turut sebesar 319,33 Kg/cm2, 326,89 Kg/cm2, 343,42 Kg/cm2 , 358,89 Kg/cm2, 340,58 Kg/cm2, 320,22 Kg/cm2, 304,58 Kg/cm2 , dan 294,62 Kg/cm2. Setelah dianalisa diketahui bahwa penggunaan 20% abu sekam menghasilan nilai kuat tekan tertinggi, sedangkan penggunaan abu sekam melebihi 35% akan menyebabkan penurunan nilai kuat tekan beton tersebut.
FLY ASH SEBAGAI BAHAN PENGGANTI SEMEN PADA BETON Setiawati, Mira; Imaduddin, Muhammad
Bearing : Jurnal Penelitian dan Kajian Teknik Sipil Vol 5, No 4 (2018): Vol. 5 No. 4 Desember 2018
Publisher : Universitas Muhammadiyah Palembang

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.32502/jbearing.1681201854

Abstract

Pemanfaatan fly ash sebagai material pembentuk beton memberikan dampak positif jika ditinjau dari segi lingkungan. Fly Ash merupakan sisa pembakaran batu bara yang sangat halus. Kehalusan butiran fly ash ini berpotensi terhadap pencemaran udara. Penanganan fly ash pada saat ini masih terbatas pada penimbunan di lahan kosong. Dalam penelitian ini, akan mengidentifikasi manfaat fly ash sebagai material pengganti semen pada beton. Identifikasi material fly ash menitikberatkan pada pengaruh penggunaan material ini terhadap kuat tekan beton khususnya pada awal umur beton.Tujuan penelitian ini adalah untuk mengetahui pengaruh penggunaan fly ash sebagai bahan pengganti semen terhadap kuat tekan beton. Persentase fly ash yang digunakan bervariasi, mulai dari 5% sampai 12,5% dengan interval penggunaan Fly ash sebesar 2,5%. Beton akan diuji pada umur 3, 7, 14 dan 28 hari setelah terlebih dahulu dilakukan curing. Penelitian ini menggunakan benda uji berbentuk kubus sebanyak 96 benda uji dimana untuk setiap variasi sebanyak 12 benda uji. Dari penelitian ini diperoleh bahwa nilai kuat tekan tertinggi pada penggunaan 12,5% fly ash, yaitu 404,03 Kg/cm2 pada umur 28 hari dengan persentase peningkatan 27,95%. Pada awal umur beton nilai kuat tertinggi pada penggunaan fly ash 12,5%, sebesar 231,04 Kg/cm2 dengan persentase peningkatan sebesar 60% terhadap beton normal. Dapat disimpulkan bahwa pada awal umur beton, penggunaan fly ash mempengaruhi kekuatan beton. Persentase penggunaan fly ash 12,5% pada beton, menghasilkan beton dengan kuat tekan maksimum.
ANALISA DAYA DUKUNG TIANG PANCANG HOTEL SANTIKA PREMIERE PALEMBANG (STUDI KASUS : KEL. TALANG JAMBE, KEC. SUKARAME) Arivai, Masri; Setiawati, Mira
Bearing : Jurnal Penelitian dan Kajian Teknik Sipil Vol 4, No 3 (2016): Vol.4 no.3 Juni 2016
Publisher : Universitas Muhammadiyah Palembang

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.32502/jbearing.717201643

Abstract

Hotel Santika Premiere Palembang yang terletak di jl. Angkasa Pura II Palembang dibangun diatas tanah rawa – rawa yang ditimbun, hotel  tersebut akan  direncanakan  memiliki  5 lantai bagian belakang dan 3 lantai bagian depan, karena terletak diatas tanah timbunan hotel santika premiere menggunakan pondasi tiang pancang. Tiang pancang yang digunakan hotel santika premiere palembang berupa tiang pancang Spun Pile diameter 30 cm bagian depan dan 40 cm bagian belakang, agar dapat mengetahui kapasitas tiang pancang dalam mendukung beban, hotel santika premiere palembang melakukan hasil uji laboratorium sehingga didapat data sondir (CPT) dan data (SPT).Hasil analisa penelitian ini, perhitungan daya dukung pondasi didapatkan dari penggunaan metode perhitungan Aaoki de alencer Qult= 99,08 ton, metode mayerhoff Qult= 325,41 ton untuk datasondir, metode mayerhoff pada titik BH-2 Qijin = 60,759 untuk data SPT, serta diperoleh penurunan elastis yang terjadi sebesar Se = 0,00033 cm Kata kunci: Hotel santika premiere palembang, Daya dukung tiang pancang,analisa
Analysis of Bored Pile Single Foundation on Light Rail Transit (LRT) Project in Zone 4 of Musi River, Palembang City Arfan, Muhammad; Setiawati, Mira
Bearing : Jurnal Penelitian dan Kajian Teknik Sipil Vol 5, No 2 (2017): Vol 5 No 2 Desember 2017
Publisher : Universitas Muhammadiyah Palembang

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.32502/jbearing.1756201752

Abstract

An experimental study of the baring capacity of a single bored pile foundation to determine the efficiency of the bearing capacity, the method was carried out based on the N-SPT data using the Meyerhof method and the Vesic method (in allpile software). The location of the study was carried out at points P5 and P6 on the LRT Bridge (Light Rail Transit) using a variety of diameters of Ø160, Ø170, Ø180 with depth conditions of 30, 31, 32, 33 meters, and variations of Ø130, Ø140, Ø145 at a depth of 33, 34, 35 , 36 meters with fixed concrete quality, namely the K-350. The results obtained from the single bored pile foundation carrying capacity, at Mayerhof P5 amounted to 15,403,892 kN and using allpile of 16,486.52 kN with a difference of 7%. Whereas in Mayerhof P6 it was 15,554,686 kN and using allpile was 16,022.71 kN with a difference of 3%. The carrying capacity of the largest foundation lies in P5 with a carrying capacity of 16,486.52 kN, while the carrying capacity of the smallest foundation is in P6 with a carrying capacity of 16,022.71 kN. The results of the calculation of the variation in the efficient P5 are Ø130 depth 38.5 m volume 51.123 m3, Ø140 depth 35.5 m volume 54.67 m3 and Ø145 depth 34.5 m volume 56.993 m3 with a carrying capacity of 16,486.52 kN. While in P6 the efficient is Ø130 36.5 m depth volume 48.467 m3, Ø140 35 m depth volume 53.9 m3 and Ø145 depth 34 m volume 56.167 m3 with a carrying capacity of 16.002.71 kN.
ANALISA DAYA DUKUNG PONDASI TIANG PANCANG PADA PROYEK PEMBANGUNAN GEDUNG KULIAH TERPADU POLITEKNIK PARIWISATA PALEMBANG Arfan, Muhammad; Setiawati, Mira; Kateni, Darul
Bearing : Jurnal Penelitian dan Kajian Teknik Sipil Vol 6, No 3 (2020): Bearing : Jurnal Penelitian dan Kajian Teknik Sipil
Publisher : Universitas Muhammadiyah Palembang

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.32502/jbearing.2837202063

Abstract

This researcher focused on an exprimental study of the carryng capasity of a group pile foundation used in the palembang tourism polytechnic integrated lecture building, bearing in mind that this type of foundation is capable of supporting a considerable burden. To determine the carryng capacity of the pile foundation carrying capacity calculation based on N-SPT data using tarzaqi and Peck (1948)Researches conducted at point P6 2b at the integrated lecture building in palembang tourism polytechnic using diameter variation of Ø30, Ø35, Ø40, Ø60 with depth variations of 24,25,26 meters and quality of concreate k-500.The result of the carrying capacity of the group pile foundation,at point P6 2b by using the calculation of tarzaqi and peck (1948) amounted to 3803. 19 Kn. From the calculation of variations at point P6 2b the e Øen Ø30 is a depth of 35.5 m with a volume of 15.60 m3 with KnKeywords: Efficiency of bearing carryng, variations in group piles, Terzaghi and peck (1948)
Studi Kasus Kelongsoran Ruas Jalan Lahat SP. Air Dingin KM 229+000 Menggunakan Program Plaxis Arfan, Muhammad; Setiawati, Mira
Bearing : Jurnal Penelitian dan Kajian Teknik Sipil Vol 6, No 2 (2019): Bearing : Jurnal Penelitian dan Kajian Teknik Sipil
Publisher : Universitas Muhammadiyah Palembang

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.32502/jbearing.2827201962

Abstract

Penelitian ini memfokuskan kajian terhadap sloep stability terhadap ruas jalan Lahat SP. Air Dingin KM. 229+000 mengingat bahwa kelongsoran yang terjadi diruas jalan cukup terjal. Untuk mengetahui parameter tanah peneliti melakukan korelasi data N-SPT menggunakan metode Rankin dan Program PLAXIS 8.2 (metode Elemen Hingga) peneliti melakukan VII permode permodelan I dengan Nilai Safety Factor 1,2793, permodelan II dengan Nilai Safety Factor l,5595, permodelan III dengan Nilai Safety Factor 1,5703, permodelan IV dengan Nilai Safety Factor 1,5696, permodelan V dengan Nilai Safety Factor 1,2873, permodelan VI dengan Nilai Safety Factor 1,7255 dan permodelan VII dengan Nilai Safety Factor 2,0789. Jadi angka keamanan yang paling aman untuk retening wall adalam permodelan VII dengan diameter 80cm kedalaman 18m angka safety factor 2,0789.Key Words : Longsor,Tiang Pancang,Retening Wall, Plaxis
PERENCANAAN STRUKTUR BANGUNAN HOTEL ENAM LANTAI Sri Martini, RA; Setiawati, Mira; Nauvaliyanto, Fathur
Bearing : Jurnal Penelitian dan Kajian Teknik Sipil Vol 6, No 2 (2019): Bearing : Jurnal Penelitian dan Kajian Teknik Sipil
Publisher : Universitas Muhammadiyah Palembang

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.32502/jbearing.2833201962

Abstract

Multi-storey buildings are vertical buildings that are made to meet human needs as places of education, government, commerce, sports facilities and others. As the development of science and technology, especially in the field of civil engineering, many computer programs have been developed to help in analyzing and designing a building structure. There are several computer programs developed to analyze and design structures, including SAP 2000 (Structural Analysis Program), with this program, it will be easier for writers to plan a building.The research carried out was to plan the structure of a six-story hotel building. This hotel building is the object of research planned by the author and was designed using the help of the SAP2000 program. Building design planning only includes planning beams and columns. In this plan the writer uses references such as regulations, PPPURG 1987, SNI 03-2847-2002, SNI - 1726 - 2002The results of the design of the hotel building structure used three variations that have the results of column K1 used size 45 cm x 45 cm, reinforcement base 12 D16 and stirrup reinforcement ?10-90, column K2 used size 35 cm x 35 cm, base reinforcement 8 D16 and stirrup reinforcement ?10-90, B1 beam used size 20 cm x 40 cm, support reinforcement 7 D14, field reinforcement 7 D14, waistline 2 D12, and support stirrup reinforcement ?10-80 and field stirrup ?10-170, beam B2 used size 15 cm x 20 cm, 75D14 support reinforcement, 5 D14 field reinforcement, 2 D12 waistline, and pedestal stirrup ulangan10-30 and field stirrup ?10-70
ANALISA PENYEBAB KEMACETAN DI JALAN SLAMET RIYADI (PASAR KUTO) MENUJU ARAH JEMBATAN MUSI 4 Setiawati, Mira; Royan, Noto; Wijaya, a Pasha
Bearing : Jurnal Penelitian dan Kajian Teknik Sipil Vol 6, No 3 (2020): Bearing : Jurnal Penelitian dan Kajian Teknik Sipil
Publisher : Universitas Muhammadiyah Palembang

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.32502/jbearing.2839202063

Abstract

The traffic jam that occurred on the Slamet Riyadi road towards the Palembang Musi 4 Bridge was due to the large volume of vehicles passing through the road due to the diversion of road users who chose to cross the musi 4 bridge so that the volume of vehicles passing on the road grew day by day, causing even the density level higher and cause congestion during rush hours, namely between 07.00-09.00 WIB, between 12.00-14.00 WIB and between o'clock. 4:00 PM to 6:00 PM WIB.By conducting research and calculations, it is found that the capacity of Slamet Riyadi Street is 2291 SMP / Hour, the worst service level, is F for the morning, occurs on Wednesday and Friday. The worst service level in the afternoon is E. The worst service level in the afternoon is F which occurs on Monday, Tuesday and Thursday, while the capacity of the Major Memet Sastra Wirya Road section is 2291 SMP / Hour and also the worst service level is F for the morning occurs on Friday. The worst service level, D for daytime, occurs on Thursday and Friday. The worst service level for the afternoon is F occurs on Friday.The cause of the congestion that occurs is caused by some roads littered with garbage from landfills, public transports that carry passengers, some roads are used as pedicab bases, many vehicles violate traffic regulations, and others.
Co-Authors Agusri, Erny Alatif, M Rifki Arivai, Masri Bahri, Zainul Febriyanto, Miko Kateni, Darul Martini, RA Sri Maya Putriana Sari Muhammad Arfan Muhammad Imaduddin Nauvaliyanto, Fathur Noto Royan Revisdah Revisdah, Revisdah Royan, Noto Sri Martini Sri Martini, RA Wijaya, a Pasha