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Jurnal Teknik Sipil

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Published by Universitas Atma Jaya Yogyakarta

ISSN : 1411660X EISSN : 25492918 DOI : -

Core Subject : Engineering,

Civil Engineering, Building, Construction & Architecture Transportation

Jurnal Teknik Sipil adalah wadah informasi bidang Teknik Sipil berupa hasil penelitian, studi kepustakaan maupun tulisan ilmiah terkait. Terbit pertama kali Oktober tahun 2000. Frekuensi terbit dua kali setahun pada bulan April dan Oktober. (ISSN 1411-660X).

Arjuna Subject : Teknik (semua kategori) - Teknik Sipil dan Struktur

Articles 10 Documents

Search results for , issue "Vol 14, No 4 (2018)" : 10 Documents clear

DAFTAR ISI Ansusanto, Dwiyoko
Jurnal Teknik Sipil Vol 14, No 4 (2018)
Publisher : Program Studi Teknik Sipil Fakultas Teknik Universitas Atma Jaya Yogyakarta

KETENTUAN PENULISAN Ansusanto, Dwiyoko
Jurnal Teknik Sipil Vol 14, No 4 (2018)
Publisher : Program Studi Teknik Sipil Fakultas Teknik Universitas Atma Jaya Yogyakarta

EVALUASI KINERJA SIMPANG BERSINYAL GOMONG MATARAM BER-DASARKAN PADA MKJI DAN KAJI 1997 Abdurrahim, A; Sukarno, Sukarno
Jurnal Teknik Sipil Vol 14, No 4 (2018)
Publisher : Program Studi Teknik Sipil Fakultas Teknik Universitas Atma Jaya Yogyakarta

Abstract: Traffic jam at signalized intersections, are a problem generally occurred in Indonesian cities, including Mataram City, Lombok Island, West Southeastern Nusa Province. Such problem is affected by the increasingly large number of vehicles and the limited road paths. Therefore, the objectives of the study are to examine the intersection performance of Gomong and compare the results of analysis based on manual calculation using MKJI and using KAJIsoftware. Data were collected through recording and direct measurement in the site of the study. The data collected were then processed in laboratory to examine the intersection performance. The signalized inter-section performance was analyzed using MKJI 1997 method and given solutions to solve the prob-lem related to the intersection performance. The solution used to solve the problem was analyzed for the performance in the next 5 years. To compare the results of analysis by using KAJI soft-ware, the calculation was carried out in the existing condition of an intersection by using alterna-tive solutions used. The results of analysis show that the signalized intersection performance of Gomong was not in accordance with the standards determined in MKJI 1997 (Showed by value of DS 1.556 >standard 0.75). The comparison using KAJI software shows that the basic parameters of calculation do not significantly different (1.18% for existing condition and 1.01%Abstrak: Kemacetan lalu lintas merupakan masalah yang umum terjadi di kota-kota besar di In-donesia, termasuk Kota Mataram yang terletak di Pulau Lombok, Nusa Tenggara Barat.Kemacetan lalu lintas dipengaruhi oleh semakin banyaknya jumlah kendaraan dan terbatasnya ruas jalan. Oleh karena itu, tujuan dari penelitian ini sendiri adalah untuk mengetahui kinerja simpang empat Go-mong dan membandingkan hasil analisis antara hitungan manual MKJI dan software KAJI. Pengumpulan data dilakukan dengan cara perekaman dan pengukuran langsung di lokasi penelitian. Data yang dikumpulkan kemudian diolah kembali di laboratorium untuk mengetahui kinerja simpang. Kinerja simpang bersinyal dianalisis dengan menggunakan metode MKJI 1997 dan diberikan solusi untuk mengatasi masalah kinerja simpang baik kondisi eksisting maupun 5 tahun mendatang Untuk perbandingan hasil analisis dengan menggunakan software KAJI juga dil-akukan. Hasil analisis menunjukan bahwa kinerja simpang bersinyal Gomong tidak sesuai dengan standar yang ditetapkan dalam MKJI 1997. Hal ini ditunjukan oleh nilai derajat kejenuhan terting-gi simpang mencapai angka 1,556. Perbandingan dengan software KAJI menunjukan bahwa pa-rameter dasar perhitungan tidak memiliki perbedaan yang begitu signifikan (1.18% untuk eksisting dan 1,01% untuk alternative). Namun demikian, hasil akhir perhitungan menunjukan perbedaan nilai yang cukup signifikan, dimana perbedaan hasil hitungan nilai derajat kejenuhan pada kondisi eksisting sebesar 4,65% dan 5,90%

EXPERIMENTAL PERMEABLE ASPHALT PAVEMENT USING LOCAL MATERIAL DOMATO STONE ON QUALITY OF POROUS ASPHALT Chairuddin, Firdaus; Tjaronge, Wihardi; Ramli, Muhammad; Patanduk, Johannes
Jurnal Teknik Sipil Vol 14, No 4 (2018)
Publisher : Program Studi Teknik Sipil Fakultas Teknik Universitas Atma Jaya Yogyakarta

Abstract: The lot deposit of Domato Stone as local material from sea location in Banggai island in half Sulawesi of Indonesia. Was still not be exploited better. Some research in the field of road construction showed that Domato Stone was powerful enough when mixture asphalt structure. Permeable asphalt pavement or porous friction course is commonly known as porous asphalt. The porous pavement used in Japan and Europe. The pavement consists in a porous overlay allowing rainwater to flow down to the bottom the overlay and then to drain on the edges of the pavement. Quality of porous asphalt was developed to drain pavement surface flow through its pores, because of is specific properties to measure its ability to drain the water ( Permeability ), a special measur-ing device is required. This study is aimed to measure the coefficient of permeability using the constant head permeability test at transportation laboratory Hasanuddin University. The result was compared with the previous study. The test included horizontal and vertical permeability. Their types of gradation were incorporated to: British Graduation, Binamarga Gradation, and Australian Gradation. The tests were carried out at optimum bitumen content, the result shows that the verti-cal permeability of porous asphalt using British Gradation were: 0,0914, 0,2841 and 0,2912 Cm/sec. Respectively meanwhile for horizontal permeability were 0,1168, 03212, 0,2897 Cm/Sec. The Marshall stabilities were at on contrary to the permeabilities, the porosity was comparable to the permeabilities. The results of researches indicate that porous asphalt mixture showed an influ-ence on the value of the characteristics of porous asphalt particularly at concrete waste fraction grading 50% retained 1/2 " and 50% natural crushed stone retained 3/8" where the values obtained from the analysis of optimum binder content is 9.5%. Based on the Scanning Electron Microscope (SEM) can be seen the microstructure and content of chemical elements present in the porous as-phalt which prove that all elements of the liquid asbuton and concrete waste can blend and bind well.

PENGARUH PEMANCANGAN FONDASI TIANG PADA TANAH LEMPUNG JENUH TERHADAP TEKANAN AIR PORI Pratama, Gumbert Maylda; Adi, Agus Darmawan; Fathani, Teuku Faisal
Jurnal Teknik Sipil Vol 14, No 4 (2018)
Publisher : Program Studi Teknik Sipil Fakultas Teknik Universitas Atma Jaya Yogyakarta

Abstract: Installation of driving pile foundation is causing excess pore water pressure on saturated clay. Experimental study of driving pile installation effect on clayey silt is conducted at laboratory scale through pore water pressure value observation. The pore water pressure value was read using pressure transducers and head-meters, which has been installed at different depth of the soil sample. The experiment was carried out on two different soil samples. Sample 1 requires 146 strokes to fully drive, and Sample 2 requires 50 strokes. The pore water pressure value was affected by pile penetration depth. The pore water pressure at the bottom of the sample is higher than pore water pressure at the top of the sample. Excess pore water pressure at the sample with more stroke numbers is greater than the sample with less stroke numbers. Pore water pressure change values at Sample 1 are 0,04 kg/cm2 at the top of the sample and 0,10 kg/cm2 at the bottom, while at Sample 2 are 0,02 kg/cm2 at the top of the sample and 0,06 kg/cm2 at the bottom.Abstrak: Pemancangan fondasi tiang mengakibatkan perubahan tekanan air pori pada tanah lempung jenuh. Pengujian pengaruh pemancangan pada perubahan tekanan air pori dilakukan melalui studi eksperimental menggunakan tanah lanau lempungan di laboratorium, dengan pembacaan perubahan nilai tekanan air pori. Pembacaan tekanan air pori dilakukan dengan alat pressure transducer dan head-meter yang dipasang pada variasi kedalaman tanah. Pengujian dilakukan pada dua sampel tanah yang berbeda. Pada Sampel 1 dibutuhkan 146 kali pukulan hingga tiang mencapai kedalaman rencana, sedangkan pada Sampel 2 dibutuhkan 50 kali pukulan. Nilai tekanan air pori dipengaruhi oleh kedalaman penetrasi fondasi tiang pada saat pembacaan. Nilai perubahan tekanan air pori di bagian bawah lebih tinggi dibandingkan perubahan tekanan air pori yang terjadi di bagian atas. Perubahan tekanan air pori lebih besar terjadi pada sampel dengan jumlah pukulan yang lebih banyak. Pembacaan perubahan tekanan air pori pada Sampel 1 bagian atas sebesar 0,04 kg/cm2 sedangkan bagian bawah sebesar 0,10 kg/cm2, pada Sampel 2 bagian atas sebesar 0,02 kg/cm2 sedangkan bagian bawah sebesar 0,06 kg/cm2.

STRATEGI UNTUK LULUS PADA TAHAP PROSES E-TENDERINGBAGI PENYEDIA JASA KONSULTAN PROYEK KONSTRUKSI MILIK PEMERINTAH Utomo, Chrysantus Abdi
Jurnal Teknik Sipil Vol 14, No 4 (2018)
Publisher : Program Studi Teknik Sipil Fakultas Teknik Universitas Atma Jaya Yogyakarta

Abstract:This study aims to determine a strategy consultant in order to pass the E-Tendering process in a project organized by the government. Stages in the E-Tendering process is the qualifying stage and submission of the offer. This study was to determine the factors supporting and inhibiting the E-Tendering process. Supporting factors include the experience in E-Tendering, availability of human resources, management conditions, ability of the company, information about jobs, supporting data on employment, job location, Everything related to the bidding documents should be obvious and rational. While Obstacles include the legality and the company's permit, Work Experience, Availability Expert according to the field, limit benefits deserve, Determination of the offer price can not be raised too high in the hope to get a big profit, Filing relatively low price in the hope of enlarging the opportunities to get the project, determine the bid price is right (best), growth in the number of consultants is increasing, competition is increasing consultant in winning contracts for work through competitive bidding. This study is also to determine a strategy consultant in the E-Tendering process. In the qualifying stage, namely the integrity pact, containing data on the qualifications, Affidavit has good performance and is not blacklisted, Statement is not under the supervision of the court, is not bankrupt and not undergoing legal sanctions. While the bid price, Offer letter, letter of agreement Partnership / Joint Operation (JO), Experience Company, approach and methodology, qualifications of experts and the cost of bidding documents.Â Abstrak: Penelitian ini bertujuan untuk mengetahui strategi konsultan agar dapat lulus dalam proses E-Tendering di proyek yang diselenggarakan oleh pemerintah. Tahapan dalam proses E-Tendering ini adalah tahap kualifikasi dan penyampaian penawaran. Penelitian ini untuk mengetahui faktor pendukung dan penghambat dalam proses E-Tendering. Faktor Pendukung meliputi Pengalaman dalam E-Tendering, Tersedianya SDM, Kondisi manajemen, Kemampuan perusahaan, Informasi tentang pekerjaan, Data pendukung mengenai pekerjaan, Lokasi pekerjaan, Segala sesuatu berkaitan dengan dokumen penawaran harus nampak jelas dan rasional. Sedangkan Faktor Penghambat meliputi Legalitas dan ijin perusahaan, Pengalaman Kerja, Ketersediaan Tenaga Ahli sesuai bidangnya, Batas keuntungan yang pantas, Penetapan harga penawaran tidak dapat diajukan terlalu tinggi dengan harapan untuk mendapatkan profit yang besar, Pengajuan harga relatif rendah dengan harapan memperbesar peluang mendapatkan proyek, Menentukan harga penawaran yang tepat (terbaik), Pertumbuhan jumlah konsultan yang makin meningkat, Persaingan konsultan semakin meningkat dalam memenangkan kontrak atas pekerjaan melalui penawaran bersaing.Penelitian ini juga untuk mengetahui strategi konsultan dalam proses E-Tendering. Dalam tahap kualifikasi yaitu pakta integritas, isian data kualifikasi, Surat pernyataan memiliki kinerja baik dan tidak masuk dalam daftar hitam, Surat pernyataan tidak dalam pengawasan pengadilan, tidak bangkrut dan tidak menjalani sanksi hukum. Sedangkan dalam penawaran yaitu Surat penawaran, Surat perjanjian Kemitraan/Kerja Sama Operasi, Pengalaman Perusahaan , pendekatan dan metodologi, kualifikasi tenaga ahli dan dokumen penawaran biaya.

STUDI EFEKTIVITAS PENGADAAN BARANG DAN JASA PEMERINTAH SECARA TRADISIONAL DAN ELEKTRONIK Tanesia, Randy Kristovand
Jurnal Teknik Sipil Vol 14, No 4 (2018)
Publisher : Program Studi Teknik Sipil Fakultas Teknik Universitas Atma Jaya Yogyakarta

Abstract: During the procurement of goods and services is done in two method online and traditional where the traditional method of using fax and telephone as a media. Two method are not going well because it is considered to have some weaknesses that could hurt the company such as the lack of accurate reports on the stock of products, distribution and product delivery and scheduling product delivery, the ineffectiveness of the work because it uses different media, and lack of transparency. In an effort to compensate for the shortcomings and difficulties in the procurement of goods and services and to create the procurement of goods and services that are transparent and clean should be utilized in the integration of information technology development process of procurement of goods and services, one of which is the E-Procurement. So in this study the authors aimed to distinguish the effectiveness of the procurement of goods and services traditionally and electronically from the aspect of cost, time and satisfaction and to identify the effectiveness of government procurement electronically in eliminating mode can block the development of the use of government budget. From research conducted shows that when viewed from the aspect of cost, time and satisfaction there is no relationship between the procurement of goods and services traditionally and electronically, and the difference between the procurement of goods and services traditionally and electronically. And it can be concluded that the effectiveness of the procurement of goods and services electronically has a moderate level of effectiveness in eliminating mode that can block the development of the use of the government budget.Â Abstrak: Selama ini pengadaan barang dan jasa dilakukan dengan dua cara yaitu secara online dan secara tradisional dimana cara tradisional ini menggunakan fax dan telepon sebagai medianya. Dua cara ini tidak berjalan baik karena dinilai memiliki beberapa kelemahan yang dapat merugikan perusahaan seperti kurangnya akuratnya laporan mengenai stok produk, distribusi pengiriman produk serta penjadwalan pengiriman produk, tidak efektifnya pekerjaan karena menggunakan media yang berbeda - beda, serta kurangnya transparansi. Dalam usaha untuk menutup kelemahan - kelemahan dan kesulitan dalam proses pengadaan barang/jasa dan untuk menciptakan pengadaan barang/jasa yang transparan dan bersih perlu dimanfaatkan perkembangan teknologi informasi dalam integrasi proses pengadaan barang/jasa tersebut, salah satunya adalah E-Procurement. Sehingga pada penelitian ini penulis bertujuan untuk membedakan efektivitas pengadaan barang dan jasa secara tradisional dan secara elektronik dari aspek biaya, waktu dan kepuasan serta mengidentifikasi efektivitas pengadaan pemerintah secara elektronik dalam mengeliminir modus yang dapat menghadang perkembangan penggunaan anggaran pemerintahan. Dari penelitian yang dilakukan menunjukkan bahwa bila ditinjau dari aspek biaya, waktu dan kepuasan tidak ada hubungan antara pengadaan barang dan jasa secara tradisional dan secara elektronik dan adanya perbedaan antara pengadaan barang dan jasa secara tradisional dan secara elektronik. Dan dapat disimpulkan bahwa efektivitas pengadaan barang dan jasa secara elektronik memiliki tingkat efektivitas sedang dalam mengeliminir modus yang dapat menghadang perkembangan penggunaan anggaran pemerintah.

EIGENVALUE LINEAR BUCKLING OPTIMIZATION OF MODIFIED OPEN WEB STEEL JOIST Ardianto, Johan
Jurnal Teknik Sipil Vol 14, No 4 (2018)
Publisher : Program Studi Teknik Sipil Fakultas Teknik Universitas Atma Jaya Yogyakarta

Abstract: Open web steel joist (OWSJ) is a lightweight beam structural system that is widely used since the 1900s. It generally composed by T section as flanges on top and bottom, and L sec-tion as an open web on the centre. However, many modifications of OWSJ is commonly seen in construction sites, one of them is the usage of channel sections as top and bottom flange, and rebar steel as the open web. This configuration is mainly used to reduce cost and ease the material sup-ply. The modified OWSJ have potential to act differently than the regular one, hence scientific study need to performed to know the behaviour of the modified system. In this paper, comparison on analytical and finite element approach is conducted. The analytical method is done by mechani-cal calculation assuming there are no buckling of the flanges, web rebars are calculated individual-ly. In real structure, buckling may occur and web rebars also work concurrently. Therefore, finite element analysis with LUSAS software is conducted. The purpose of this research is to know the behaviour of OWSJ in FEM analysis. Result displays lateral torsional buckling is happen and to overcome this problem, gradation of web size is tested, resulting maximum of 10.6 % increase in capacity.

PENGARUH DAMPAK CONTRACT CHANGE ORDER TERHADAP KINERJA KONTRAKTOR PROYEK STUDI KASUS: REHABILITASI JEMBATAN NGABLAK Kuswandari, Agustina Dwi; Koesmargoro, A.; Ervianto, Wulfram I.
Jurnal Teknik Sipil Vol 14, No 4 (2018)
Publisher : Program Studi Teknik Sipil Fakultas Teknik Universitas Atma Jaya Yogyakarta

Abstract: Factors that often happens when held CCO (Contract Change Order) Is the repeated coordination with owner related work to be done. The highest mean value of the variable is the performance indicator quantity is 3.87 and the lowest on indicators of punctuality that is equal to 3.71, these results indicate that Change orders on bridge rehabilitation work Ngablak caused by the inaccuracy of the time. CCO (Contract Change Order) affect the performance of contractors by 67.4%, so it can be concluded that done CCO (Contract Change Order) is then the contractor does experience a decrease in performanceÂ Abstrak: Faktor yang sering terjadi ketika diadakan CCO (Contract Change Order) adalah terjadinya koordinasi yang berulang-ulang dengan owner terkait pekerjaan yang harus diselesaikan. Nilai mean tertinggi pada variabel kinerja adalah pada indikator kuantitas yaitu sebesar 3,87 dan yang terendah pada indikator ketepatan waktu yaitu sebesar 3,71, hasil tersebut menunjukkan bahwa Change order pada pekerjaan rehabilitasi Jembatan Ngablak disebabkan oleh ketidaktepatan waktu. CCO (Contract Change Order) berpengaruh terhadap kinerja kontraktor sebesar 67,4% sehingga dapat disimpulkan bahwa dilakukan CCO (Contract Change Order) ini maka kontraktor mengalami penurunan kinerja.

PENGARUH VARIASI WAKTU PEMBEBANAN TERHADAP SIFAT REOLOGI VISCO-ELASTIC ASPAL PEN 80/100 DENGAN PENAMBAHAN ASBUTON MURNI Alkam, Rani Bastari
Jurnal Teknik Sipil Vol 14, No 4 (2018)
Publisher : Program Studi Teknik Sipil Fakultas Teknik Universitas Atma Jaya Yogyakarta

Abstract: Time Sweep (loading time) is one of the main variables affecting the performance of asphalt related to loading resistance on the road surface. To describe the loading time effect on the viscoelastic properties of asphalt pen 80/100 with varying content of pure Asbuton with dif-ferent time sweeps, the basic rheological characteristics and mechanical rheological properties were measured with a dynamic shear rheometer in the laboratory. Complex shear modulus (G*) decreased, phase angle values increased, and strain value increased with increasing load-ing time. Vehicle speed and loading frequency were inversely proportional to loading time; thus, it can be concluded that increasing the vehicle speed and increasing the vehicle loading frequency will cause an increase in G*, decrease in phase angle, and decrease in strain. Bitu-men stiffness modulus (E *) was inversely proportional to the increase in loading time. Perma-nent deformation damage criteria, both before and after mechanical rheology test (RTFOT), showed that the shorter the loading time, the stronger the bitumen is in resisting permanent de-formation damage. Based on fatigue cracking criteria, all combinations of loading time and Asbuton content fulfill the statutory requirements for fatigue cracking resistance.Â Abstrak: Waktu pembebanan (Time Sweep) merupakan salah satu variabel utama yang mempengaruhi kinerja material aspal yang berkaitan dengan ketahanan terhadap pembebanan pada perkerasan jalan. Untuk dapat memperoleh gambaran dari pengaruh variasi waktu pem-bebanan terhadap sifat reologi visco-elastic aspal pen 80/100 dan Asbuton murni maka dil-akukan pengujian sifat reologi dasar dan sifat reologi mekanistik dengan alat Dynamic Shear Rheometer dengan beberapa variasi kadar Asbuton murni. Hasil peneitian menunjukkan pen-ingkatan waktu pembebanan menyebabkan penurunan nilai complex shear modulus (G*), pen-ingkatan nilai phase angle, dan peningkatan nilai regangan. Jika hasil ini dikaitkan dengan ke-cepatan kendaraan dan frekuensi pembebanan yang berbanding terbalik dengan waktu pem-bebanan, maka dapat disimpulkan bahwa peningkatan kecepatan kendaraan dan bertambahnya frekuensi pembebanan kendaraan akan menyebabkan peningkatan nilai G*, penurunan nilai phase angle, dan penurunan nilai regangan pada sampel. Dalam tinjauan modulus kekakuan bi-tumen diperoleh peningkatan waktu pembebanan menyebabkan penurunan modulus kekakuan bitumen. Dalam kajian kriteria kerusakan Permanent Deformation baik pada kondisi original maupun pada kondisi setelah RTFOT dapat disimpulkan bahwa semakin kecil waktu pem-bebanan maka semakin kuat bitumen tersebut dalam menahan kerusakan Permanent Defor-mation. Sedangkan, dalam kajian kriteria kerusakan Fatigue Cracking dapat disimpulkan bah-wa seluruh kombinasi waktu pembebanan memenuhi persyaratan jika dilakukan tinjauan ketahanan material terhadap fatigue cracking.

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Tri Yulianti

Contact Email
jts@uajy.ac.id

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+62274-487711

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jts@uajy.ac.id

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Program Studi Teknik Sipil Universitas Atma Jaya Yogyakarta Jl.Babarsari No.44 Yogyakarta

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Daerah istimewa yogyakarta

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