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Jurnal Teknik Sipil dan Perencanaan
ISSN : -     EISSN : 25031899     DOI : https://doi.org/10.15294/jtsp
Core Subject : Engineering,
Jurnal Teknik Sipil dan Perencanaan (JTSP) is a scientific journal which biannualy published in April and October. We firstly published in 1999 as national journal of Department of Civil Engineering, Faculty of Engineering, Universitas Negeri Semarang. In 2016, JTSP was indexed in DOAJ with Green Tick critera. And in 2018, JTSP expands its range of article quality and publication through publishing English-language articles.
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Search results for , issue "Vol 19, No 2 (2017): Jurnal Teknik Sipil " : 18 Documents clear
Studi Regangan Axial dan Lateral pada Tanah Ekspansif Fitriyana, Lisa; Rochim, Abdul
Jurnal Teknik Sipil dan Perencanaan Vol 19, No 2 (2017): Jurnal Teknik Sipil & Perencanaan
Publisher : Semarang State University

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.15294/jtsp.v19i2.11434

Abstract

Swelling and shrinkage abilities of soils are dangerous for buildings. According to Hardiyatmo (2014) There are two types of swelling in expansive soils that are the movement of lateral (horizontal) and axial (vertical). Oftentimes the deformation of soils cannot be supported by building stiffness. This damage can be seen in retaining walls, tunnel walls, and etc. With the aims to identify an expansive soil and to know its lateral and axial strains, an experimental study was performed. Swelling tests were conducted in a specimen having diameter (d) of 4,5 cm and height  (h0) of  2 cm with the variations in : 1) water content wopt = 31% and 18%; 2) vertical pressure (pv) 1 kPa, 3.5 kPa and 6.9 kPa; and 3) membrane thickness (t) 0.7 mm and 0.5 mm. The strain in the axial direction was measured with a dial gauge that was set vertically parallel whereas the lateral strain is by measuring changes in diameter of the specimen with a digital caliper measurement tools. Based on the analysis on the identification results, the observed soil is classified as expansive soil with the expansion potential is high average. The test results show the same potential for the occurrence of lateral and lateral strain if the lateral retention (e.g. retaining wall) is weak. The largest lateral and axial soil development occurred at water content w0 = 18% are 15.7% and 15.8% respectively. 
PENGARUH MODEL DAN SIFAT MATERIAL PADA ANALISIS METODE ELEMEN HINGGA BALOK TABUNG BAJA BUNDAR DIIISI BETON Effendi, Mahmud Kori
Jurnal Teknik Sipil dan Perencanaan Vol 19, No 2 (2017): Jurnal Teknik Sipil & Perencanaan
Publisher : Semarang State University

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.15294/jtsp.v19i2.8785

Abstract

The composite material concrete filled steel tubes, CFST) begin widely recommended in modern structural projects. This material is made of steel tubes filled with concrete. This CFST structure has better ductility than the conventional structure. The three-dimensional finite element modelby means of MSC Marc Mentat software is done by using non-linear material properties for both the steel and concrete. The non-linear geometry is also considered. The results of the finite element analysis method are then compared with experimental results of circular steel tubes filled with concrete. The results of this analysis for both load-deflection and collapse conditions are quite agree with the experimental results. However, the buckling phenomena cannot be modeled in the analysis of the finite element method. The effect of finite element model, which is half span and a quarter of half span, is investigated. The results of this analysis are similar to the results of full-scale analysis. There is plastic hinge in the middle of the beam span. The influence of the material properties of linear and non-linear geometric properties are also investigated. The the plastic hinge did not occur in the middle of beam span.
KARAKTERISTIK KOMPOSIT SEMEN LIMBAH PARTIKEL BAMBU DAN SERAT AREN UNTUK BAHAN BANGUNAN Hermanto, Nor Intang Setyo; Haryanto, Yanuar; Eratodi, I Gusti Lanang Bagus
Jurnal Teknik Sipil dan Perencanaan Vol 19, No 2 (2017): Jurnal Teknik Sipil & Perencanaan
Publisher : Semarang State University

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.15294/jtsp.v19i2.9646

Abstract

Kajian ini membahas karakteristik fisik dan mekanik komposoit semen limbah partikel bambu dan serat aren dengan variasi komposisi campuran untuk memperoleh formulasi empiris guna memprediksi sifat mekaniknya. Pembuatan dan pengujian benda uji dilakukan sesuai standar ASTM D 143 dengan 5 variasi komposisi jumlah campuran partikel bambu dan serat aren masing-masing 0%:100%; 25%:75%; 50%: 50%; 75%:25%; dan 100%: 0%; dengan kerapatan direncanakan 0,8 g/cm3. Variasi lainnya adalah ukuran limbah partikel bambu yaitu tertahan saringan 5 cm x 5 cm; 1 cm x 1 cm, 0,5 cm x 0,5 cm, dan 0,2 cm x 0,2 cm. Jumlah semen divariasikan dengan perbandingan bahan dan semen 1:2, 1:3, dan 1:4. Hasil kajian memperlihatkan bahwa perilaku sifat fisik terbaik diperoleh pada perbandingan bahan dan semen 1:4 dan ukuran partikel bambu 0,2 cm x 0,2 cm dan 0,5 cm x 0,5 cm. Kajian sifat mekanik menunjukkan tegangan lentur (MOR) balok/papan semen berkisar 4,77-6,59 MPa, dengan hasil terbesar pada komposisi balok semen campuran partikel bambu dan serat 50%:50% dengan ukuran partikel bambu 0,2 cm x 0,2 cm dan panjang serat aren 5 cm. Modulus elastisitas (MOE) balok semen tertinggi diperoleh pada campuraan partikel bambu dan serat aren 100%:0% dan ukuran partikel bambu 0,2 cm x 0,2 cm. Kandungan semen terbaik untuk MOE sebesar 2283,02 MPa didapat pada perbandingan bahan dan semen 1:3.
Identifikasi Lokasi Rawan Kecelakaan Lalu Lintas (Black Spot) di Kabupaten Purbalingga, Jawa Tengah SUGIYANTO, Gito; Fadli, Ari
Jurnal Teknik Sipil dan Perencanaan Vol 19, No 2 (2017): Jurnal Teknik Sipil & Perencanaan
Publisher : Semarang State University

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.15294/jtsp.v19i2.10768

Abstract

Road safety is a complicated scientific field of transport research due to the random nature of accident occurrence. Traffic accidents impose serious problems to society in terms of medical costs, economic costs (productivity losts), property damage costs, and human costs. Traffic accidents are increasing and still become the main problem of road transport in Indonesia. One effort to improve transportation safety is by determining and handling the black spot locations. The method that used to identify black spot locations is the frequency-crash method. The aim of this research is to identify black spot locations using Upper Control Limit (UCL) method. The study location is in Purbalingga, Central Java, Indonesia. Database of traffic accidents from 1 January 2010 to 31 December 2015 were obtained from Purbalingga Police. Using the equivalent accident number for death victims or fatality is 10, a severe injury is 5, a minor injury is 1, and property damaged only is 1. Seven roads have accident number value greater than the upper control limit value and identified as a black spot location. Black spot location in Purbalingga regency are Jalan Raya Bayeman, Tlahab Lor; Jalan Raya turut Desa Penolih, Jalan Raya turut Desa Bobotsari, Jalan Raya turut Desa Bojongsari, Jalan Raya turut Desa Jetis, Jalan Raya turut Desa Kembangan, and Jalan Raya turut Desa Panican.
Analisis Kriteria untuk Perencanaan Program Pemeliharaan Embung Irigasi (Studi Kasus : Embung Haliwen dan Haekrit Kabupaten Belu) Bria, Melchior
Jurnal Teknik Sipil dan Perencanaan Vol 19, No 2 (2017): Jurnal Teknik Sipil & Perencanaan
Publisher : Semarang State University

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.15294/jtsp.v19i2.11112

Abstract

:  The problem of irrigation dams (small farm reservoair) is functional degradation, characterized by reduced capacity of collected water, sedimentation, seepage, the growth of wild plants in the body of weir / dike, erosion, and some other problems. Therefore, good and sustainable maintenance is required. One of them by determining the right criteria as the basis for planning the maintenance program. The determination of this criterion is based on fact (filling questionnaire) and literature review which then tested the validity and reliability to determine the criteria to be used. Furthermore, the analysis of the various criteria stated valid and reliable. Criteria are determined based on validity, reliability and frequency distribution with the number of procession answers is very important and important> 50%. The results of the analysis indicate influential Criteria and subcriteria namely Structural Stability Criteria (sub criteria: Body Dam, Embung Pool, Spillway, Building Assistance, Water Distribution Network, Condition Value); Physical and Environmental Criteria (subcriteria of Changes in the Natural Span, Rainfall and Evapotranspiration, Soil Structure around Embung, Plague of Plague Around Embung); Financial Criteria / Eknomi (subcriteria of Agricultural Product Result, Economic Value of Emung, Investment Fund); Government Policy Criteria (subcriteria: Spatial Plan, Provision of Maintenance Budget, Water Management, Institutional / Organization Aspect); Socio-Cultural Criteria (subcriteria: Community Participation, Local Wisdom / Customary Law, and Tourism Development)
Kajian Jaringan Drainase Kampus UNNES Menuju Sistem Drainase Berwawasan Lingkungan Sugiyarto, Bambang
Jurnal Teknik Sipil dan Perencanaan Vol 19, No 2 (2017): Jurnal Teknik Sipil & Perencanaan
Publisher : Semarang State University

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.15294/jtsp.v19i2.11281

Abstract

Perkembangan pembangunan UNNES belakangan ini terus meningkat dengan dibangunnya beberapa bangunan gedung bertingkat dan perluasan jalan. Tujuan pembangunan ini adalah untuk meningkatkan fasilitas sarana prasarana di UNNES. Paradigma baru sistem drainase menempatkan drainasi perkotaan sebagai prasarana kota yang dilandaskan pada konsep drainase yang berwawasan lingkungan atau berkelanjutan. Untuk itu perlu diupayakan agar air hujan yang jatuh ditahan terlebih dahulu untuk memperbesar jumlah air yang meresap ke dalam tanah melalui daerah resapan alamiah maupun buatan. Oleh karena itu, kampus UNNES perlu membuat tampungan/embung dan sumur resapan sehingga air hujan yang jatuh di lingkungan UNNES dapat ditampung dan diresapkan ke dalam tanah. Tujuan dari penelitian ini adalah untuk mengetahui debit limpasan air, kapasitas drainase eksisting dan kebutuhan sumur resapan sebagai metode konservasi air di kawasan UNNES. Analisis data yang digunakan dalam penelitian ini adalah curah hujan, curah hujan rata-rata kawasan, pemilihan jenis distribusi hujan, perhitungan waktu konsenstrasi, menentukan besarnya intensitas hujan pada kala ulang 2, 5, 10, 20 dan 50 tahunan, pembagian zona drainase, perhitungan Debit banjir, perhitungan kapasitas saluran eksisting dan penghitungan kebutuhan sumur resapan. Jumlah sumur resapan yang dibutuhkan sebanyak 1.388 buah dengan kedalaman 3 meter dan diameter 80 cm.
Analisis Pilihan Tindakan Pelaku Logistik Terhadap Kebijakan Pembatasan Akses Jalan Tol JORR Latiasha, Melinda; Yusuf, Nahry
Jurnal Teknik Sipil dan Perencanaan Vol 19, No 2 (2017): Jurnal Teknik Sipil & Perencanaan
Publisher : Semarang State University

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.15294/jtsp.v19i2.10913

Abstract

Sebagai salah satu upaya untuk mengurangi kemacetan, timbul rencana untuk menyelenggarakan pembatasan akses masuk angkutan barang pada Jakarta Outer Ring Road (JORR). Tujuan dari penelitian ini adalah untuk menganalisa pilihan tindakan yang akan dilakukan oleh pelaku logistik dalam menghadapi kebijakan pembatasan akses masuk, serta untuk menganalisa dampaknya terhadap waktu tempuh dan biaya operasional perjalanan. Berdasarkan data yang diperoleh melalui survey pada 223 pengemudi angkutan barang yang menggunakan jalan tol JORR, didapatkan hasil pilihan tindakan alternatif berupa 26.9% memilih untuk mengubah rute, 36.8% mengubah waktu, 2.7% mengubah rute dan waktu, dan sisa 33.6% tidak terpengaruh kebijakan pembatasan akses. Pilihan tindakan juga dikelompokkan berdasarkan frekuensi perjalanan, waktu masuk JORR, dan jarak tempuh perjalanannya, dengan tujuan untuk melihat perbedaan karakteristik para pelaku logistik. Berdasarkan uji hipotesis, didapatkan bahwa kebijakan pembatasan akses memiliki pengaruh terhadap pertambahan waktu tempuh dan biaya operasional perjalanan. Perubahan waktu tempuh perjalanan tertinggi akibat pembatasan akses terdapat pada pilihan mengubah rute, yaitu sebesar 31.10%. Sama halnya pada biaya operasional, perubahan biaya tertinggi terdapat pada pilihan mengubah rute yaitu sebesar 7.41%
Analisis Kuat Tekan Beton Dengan Penambahan Serat Rooving Pada Beton Non Pasir Widodo, Aris; Basith, Muhammad Abdil
Jurnal Teknik Sipil dan Perencanaan Vol 19, No 2 (2017): Jurnal Teknik Sipil & Perencanaan
Publisher : Semarang State University

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.15294/jtsp.v19i2.12138

Abstract

This study aims to determine the effect of adding roving fiber on non-sand concrete to compressive strength and tensile strength. The test specimens used in this study, for each type of variable are 3 cylinders of compression test. The ratio of the volume of mortar is 1: 5 (cement: gravel) while the roving fiber used is 3 cm in length. the addition of roving fibers of each mixture of 0%, 2.5%, 5%, 7.5%, 10% were taken from the weight of the cement. From the results of the research it is found that the addition of roving fiber can increase the compressive strength of non-sand concrete. With the addition of compressive strength concrete roving with an aggregate ratio of 1: 5, it is optimal on the percentage of roving fiber addition of 5%. Penelitian ini bertujuan untuk mengetahui pengaruh penambahan serat roving pada beton non pasir terhadap kuat tekan dan kuat tarik belahnya. Hasil penelitian ini diharapkan menjadi masukan bagi khalayak umum khususnya bagi industri bahan bangunan, dan dapat bermanfaat untuk peneliti-peneliti selanjutnya. Benda uji yang digunakan dlam penelitian ini, untuk masing-masing jenis variable berupa 3 silinder uji tekan. Perbandingan volume adukan adalah 1:5 (semen:kerikil) sedang serat roving yang digunakan panjangnya 3 cm. Penambahan serat roving  masing-masing adukan sebanyak 0% , 2.5% , 5% , 7.5% , 10 % diambil dari berat semen. Dari hasil penelitian didapat bahwa penambahan serat roving dapat meningkatkan kuat tekan beton non pasir. Dengan penambahan serat roving kuat tekan beton dengan perbandingan agregat 1:5 , optimal pada persentase penambahan serat roving sebesar 5% .
Socio-economic transformation of the local community as gentrification’s implication in DKI Jakarta Province Dewi, Santy Paulla
Jurnal Teknik Sipil dan Perencanaan Vol 19, No 2 (2017): Jurnal Teknik Sipil & Perencanaan
Publisher : Semarang State University

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.15294/jtsp.v19i2.11175

Abstract

Jakarta has a rapid development which attracts newcomers to come and live in. Hereinafter, the newcomers look for the house which in accordance to their income and preferences. They chose inner city kampong for residing and their existence displacing the Betawi people as the local community. The newcomers’ presence led displacement and transformed the neighbourhood. Likewise, they had also influenced in the socio-economic transformation related with education, women worker, community relationship, and lifestyle.  
Studi Regangan Axial dan Lateral pada Tanah Ekspansif Fitriyana, Lisa; Rochim, Abdul
Jurnal Teknik Sipil dan Perencanaan Vol 19, No 2 (2017): Jurnal Teknik Sipil & Perencanaan
Publisher : Semarang State University

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.15294/jtsp.v19i2.11434

Abstract

Swelling and shrinkage abilities of soils are dangerous for buildings. According to Hardiyatmo (2014) There are two types of swelling in expansive soils that are the movement of lateral (horizontal) and axial (vertical). Oftentimes the deformation of soils cannot be supported by building stiffness. This damage can be seen in retaining walls, tunnel walls, and etc. With the aims to identify an expansive soil and to know its lateral and axial strains, an experimental study was performed. Swelling tests were conducted in a specimen having diameter (d) of 4,5 cm and height  (h0) of  2 cm with the variations in : 1) water content wopt = 31% and 18%; 2) vertical pressure (pv) 1 kPa, 3.5 kPa and 6.9 kPa; and 3) membrane thickness (t) 0.7 mm and 0.5 mm. The strain in the axial direction was measured with a dial gauge that was set vertically parallel whereas the lateral strain is by measuring changes in diameter of the specimen with a digital caliper measurement tools. Based on the analysis on the identification results, the observed soil is classified as expansive soil with the expansion potential is high average. The test results show the same potential for the occurrence of lateral and lateral strain if the lateral retention (e.g. retaining wall) is weak. The largest lateral and axial soil development occurred at water content w0 = 18% are 15.7% and 15.8% respectively. 

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