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Jurnal Teknik Sipil dan Perencanaan
Published by Universitas Negeri Semarang
ISSN : -     EISSN : 25031899     DOI : https://doi.org/10.15294/jtsp
Core Subject : Engineering,
Civil Engineering, Building, Construction & Architecture
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.
Arjuna Subject : -
Articles 774 Documents
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Studi Regangan Axial dan Lateral pada Tanah Ekspansif Fitriyana, Lisa; Rochim, Abdul
Jurnal Teknik Sipil dan Perencanaan Vol 19, No 2 (2017)
Publisher : Universitas Negeri Semarang

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. 
Evaluation of Building Vulnerability to Earthquake Using Rapid Visual Screening (RVS) Method Dwi Pratama, Andhika Ronald; Soetjipto, Jojok Widodo; Krisnamurti, Krisnamurti
Jurnal Teknik Sipil dan Perencanaan Vol 23, No 2 (2021)
Publisher : Universitas Negeri Semarang

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.15294/jtsp.v23i2.31399

Abstract

Indonesia is one of the countries prone to earthquakes. One of the earthquake disasters that occurred several years ago hit Palu and Donggala on September 28, 2018. It caused severe damage to infrastructure. Therefore, it is necessary to evaluate buildings vulnerable to earthquakes as a form of prevention. One of the buildings in Jember, the dr. Soebandi hospital, experienced cracks in the walls during an earthquake measuring 6.0 on the Richter scale in Nusa Dua Bali on July 16, 2019. This study carried out the risk assessment of the vulnerability of buildings to earthquakes using the Rapid Visual Screening (RVS) method from FEMA P-154. RVS is a method to identify a building that is potentially vulnerable to earthquake hazards based on visual observations from the exterior and interior of the building. The results of the evaluation using the RVS method showed that the dr. Soebandi hospital is categorized as safe and not prone to earthquakes, with a potential vulnerability percentage of 0.0126%. Based on these results, the building does not require special treatment to anticipate earthquakes; however, maintaining the occupants' safety and extending the building's life requires routine maintenance. 
SUSUTAN MUKA AIR TANAH PADA LAHAN GAMBUT NON PASANG SURUT AKIBAT PENAMBAHAN SALURAN SUB TERSIER Gunanto, Danang
Jurnal Teknik Sipil dan Perencanaan Vol 16, No 2 (2014): Jurnal Teknik Sipil & Perencanaan
Publisher : Semarang State University

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.15294/jtsp.v16i2.7213

Abstract

The use of tertiary sub channel is an effort to cut the time pengatusan land by cutting mileage subsurface flow peatland not inundated with tidal. Method of data collection was done by measuring the water level in the channel and the water level in the soil. To simulate the tertiary sub channels used channel in the middle of the field with a depth of 60 cm above the water level tertiary channels. The results showed that use of tertiary sub channels give a positive response to pengatusan land. The highest effectiveness pengatusan using tertiary sub channels occur until 3 days after the rain, so the use of tertiary sub channel is very suitable for plants that are susceptible to high groundwater within 3 days in a row. As for plants that can withstand high water level up to 7 days in a row, the use of sub-tertiary channel becomes less effective. Penggunaan saluran sub tersier adalah upaya memangkas waktu pengatusan lahan dengan memotong jarak tempuh aliran bawah permukaan pada lahan gambut yang tidak tergenangi pasang surut. Metode pengambilan data dilakukan dengan mengukur tinggi muka air di saluran dan tinggi muka air di lahan. Untuk mensimulasikan saluran sub tersier digunakan saluran di tengah lahan dengan kedalaman 60 cm diatas muka air saluran tersier. Hasil penelitian menunjukkan bahwa penggunaan saluran sub tersier memberikan respon positif terhadap pengatusan lahan. Efektivitas tertinggi pengatusan dengan menggunakan saluran sub tersier terjadi sampai 3 hari setelah hujan, sehingga penggunaan saluran sub tersier sangat sesuai untuk tanaman yang rentan terhadap air tanah yang tinggi dalam kurun 3 hari berturut-turut. Sedangkan untuk tanaman yang dapat bertahan pada muka air tinggi sampai 7 hari berturut-turut, penggunaan saluran sub tersier menjadi kurang efektif. 
Fly slab Concrete Application on The High-Rise Building Structure: Review of Material Use Efficiency Rois, Amin; Pangestuti, Endah Kanti
Jurnal Teknik Sipil dan Perencanaan Vol 22, No 1 (2020)
Publisher : Universitas Negeri Semarang

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.15294/jtsp.v22i1.23106

Abstract

Abstract Innovations on the use of precast concrete are developing rapidly, one of them is a fly slab precast plate. Fly slab is a reinforced concrete mixture designed using high quality technology to produce concrete that is more effective, efficient and economical than conventional concrete. The concept is to reduce the mass of a precast concrete floor plate by making ribs on a concrete floor plate. By minimizing the volume of concrete in the tensile area of the floor plate while maintaining the mechanism of force transfer from concrete to reinforcement or on other contrary, it is expected to reduce the mass of the structure without reducing its strength. The objective of this research is to find out how much the efficiency of material requirements in planning earthquake resistant building structures using fly slab plates. The results of the analysis showed that the total weight reduction was 18.46% and the total concrete volume reduction was 26.53%. Reduction of structure vertical reaction was 30.78%.
FUNNY HAND PUPPET STORY TELLING SEBAGAI METODE PENGENALAN BENCANA LONGSOR Kusumawardani, Rini; Andiyarto, Hanggoro Tri Cahyo; Fansuri, Muhammad Hamzah; Anggraini, Kurnia Dwi; Mindiastiwi, Tigo
Jurnal Teknik Sipil dan Perencanaan Vol 18, No 1 (2016)
Publisher : Universitas Negeri Semarang

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.15294/jtsp.v18i1.6691

Abstract

Indonesia, as a tropical region, shows high potential for rainfall. At highlands, enormous rainfall triggers both soil and coastal erosion. Landslides are frequently occured in Semarang in which some of whose areas are indicated as highlands with unstable soil. This study was carried out in DeliksariSukerejo, Gunungpati sub-district of Semarang. Various effort have been done to prevent the disaster such as socialization of preventing landslide given by government, private institutions, colleges, and non-governmental organizations. However, most of those method only involve for the adults, involving of the children in effort to understandthe disaster mitigation concept are less. One of the effort used was FHP (Funny Hand Puppet) Story Telling. This method tried to draw children’s attention by handy-puppets shows, so the the purpose which is hoped could be well-transferred. As many as 24 children attended this shows. From the pre-test, it was gained 84.3% of those who did not know simple ways to avert the landslide. After the socialization had been given, post-test results showed 94.8% of the children significantly understood the danger of landslide. From the results depicted the increasing of landslide awareness as 10.5%. All respondent were children between 4-13 years old.This method provided broader education about landslide happening in their surroundings.  Indonesia sebagai negara tropis memiliki potensi curah hujan yang tinggi. Pada daerah perbukitan, curah hujan yang tinggi merupakan faktor pemicu terjadinya longsoran baik pada tanah maupun batuan. Bencana longsor juga sering terjadi di kota Semarang yang sebagian wilayahnya perbukitan dengan kondisi tanah yang tidak stabil. Dilaksanakan penelitian yaitu di kawasan Dukuh Deliksari, Kelurahan Sukorejo, Kecamatan Gunungpati Semarang. Berbagai upaya telah dilakukan dalam pencegahan bencana tersebut, misalnya sosialisasi pencegahan bencana longsor yang dilakukan oleh pemerintah, swasta, perguruan tinggi, dan LSM. Kebanyakan upaya tersebut hanya melibatkan orang dewasa, sehingga anak-anak belum memiliki pemahaman sejak dini mengenai lingkungan tempat tinggal mereka yang rawan longsor. Salah satu metode yang digunakan adalah FHP (Funny Hand Puppet) Story Telling. Metode ini mencoba menarik perhatian anak-anak dengan menggunakan boneka tangan yang ditujukan kepada anak-anak sehingga pesan yang dibawa dapat tersampaikan dengan baik. Sebanyak 24 anak-anak yang mengikuti metode ini didapatkan dari hasil pre test 84,3% belum mengetahui cara sederhana menangani bencana longsor. Hasil dari post testmenunjukkan bahwa 94,8% anak-anak menjadi lebih paham. Dengan hasil tersebut anak-anak mengalami peningkatan sebesar 10,5%. Melalui metode ini, sesungguhnya anak-anak mendapatkan pendidikan yang jauh lebih luas tentang bencana longsor yang benar-benar terjadi di tempat mereka tinggal. 
STUDI PERILAKU PEJALAN KAKI PADA TROTOAR (PEDESTRIAN WAYS) DI SURAKARTA DITINJAU DARI KENYAMANAN IKLIM Setiawan, Moch Fathoni
Jurnal Teknik Sipil dan Perencanaan Vol 13, No 2 (2011): Jurnal Teknik Sipil & Perencanaan
Publisher : Semarang State University

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.15294/jtsp.v13i2.7073

Abstract

Pedestrian way certainly should be able to accommodate the needs of pedestrians and function optimally in order to support the activity or activities in a city. It is intended to support the development and effectiveness of all activities (economic, governance and services) in the city. Pedestrian behavior in this study are shown in the form of public perception in the use of sidewalks in everyday life, viewed from the comfort of Climate. Object of study in this research is Slamet Riyadi Street Chop Surakarta, including lane pavement in the area around gladak, namely the Novotel hotel, Mall, Office, Museum, and shops. The method used in this study is a survey of direct observations in the field. In this study there are two functional variables which include age, educational level, occupation, residence, and the purpose of using the sidewalk path. Structural variables which public opinion about the comfort of pedestrians to use sidewalks on main streets Surakarta (case study Slamet Riyadi road Surakarta) which in its application is limited only in terms of climate comfort. In this study the volume of pedestrian population is 1036 people, and the sample can be taken as a parameter estimate of 10% of the total population obtained from the calculation of researchers. Then the sample size in this study amounted to 100 people assigned pedestrians. Overall opinion of pedestrians against climatic factors indicates that GOOD ENOUGH opinion.Trotoar tentunya harus dapat mewadahi kebutuhan pejalan kaki dan berfungsi secara maksimal guna mendukung aktivitas atau kegiatan di suatu kota. Hal ini dimaksudkan untuk menunjang perkembangan dan efektivitas segala kegiatan (ekonomi, pemerintahan dan jasa) di kota. Perilaku pejalan kaki dalam studi ini ditunjukkan dalam bentuk persepsi masyarakat dalam memanfaatkan trotoar dalam kehidupan sehari-hari, ditinjau dari kenyamanan Iklim.  Obyek Studi dalam penelitian ini adalah Penggal Jalan Slamet Riyadi Surakarta, meliputi jalur trotoar di kawasan sekitar gladak, yaitu hotel Novotel, Mall, Perkantoran, Musium, dan pertokoan. Metode yang digunakan dalam penelitian ini adalah survei yaitu pengamatan secara langsung di lapangan. Dalam penelitian ini terdapat dua variabel fungsional yaitu antara lain umur, tingkat pendidikan, pekerjaan, tempat tinggal, dan tujuan menggunakan jalur trotoar. Variabel struktural yaitu pendapat masyarakat  tentang kenyamanan pejalan kaki terhadap pemanfaatan trotoar di jalan protokol Kota Surakarta (studi kasus jalan slamet riyadi Surakarta) yang dalam aplikasinya dibatasi hanya ditinjau dari kenyamanan iklim. Dalam penelitian ini jumlah volume populasi pejalan kaki adalah 1036 orang, dan dapat diambil sampel sebagai parameter perkiraan sebesar 10% dari jumlah populasi yang diperoleh dari hasil perhitungan peneliti. Maka besar sampel dalam penelitian ini ditetapkan berjumlah 100 orang pejalan kaki. Secara keseluruhan pendapat pejalan kaki terhadap faktor iklim  menunjukkan pendapat yang CUKUP BAIK.
Visual Quality Effect on Sustainability of Kampung Pelangi Semarang Wuryaningsih, Teti Indrawati; Setioko, Bambang; Sari, Suzanna Ratih
Jurnal Teknik Sipil dan Perencanaan Vol 20, No 2 (2018)
Publisher : Universitas Negeri Semarang

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.15294/jtsp.v20i2.14185

Abstract

Abstract : Kampung Pelangi Semarang has relatively dense buildings, spontaneously developed and lack of urban service facilities. The design of the area based on the aspects of physical quality, one of which is the visual quality. Visual signs are the main features that are physically visible. The core of this research is to identify the influence between visual quality and sustainability in Kampung Pelangi. The research method is quantitative, weighted using Likert scale and test by using linear regression analysis. Results from simultaneous research indicate that visual quality influences on sustainability in Kampung Pelangi. The magnitude of the influence of visual quality is only 44.7% of the sustainability, the rest of 52.3% is influenced by other factors, while partially regression analysis showed no influence from three variables. It means that there is still lack of diversity, dominance and clarity at the research locus, so it needs to be increased again with values of -3.9%, -2.6% and 5.8% respectively. It should be furtherly improved by adding coloring, marking and map themes, and adding various tourist attractions. For the other three variables, sequence, harmony, and uniqueness have an influence on sustainability in Kampung Pelangi, with the value of 19%, 17,1% and 17%, that the variables already exist in research locus but the value is very low so it must maintained and upgraded with the planning and implementation of proper programs to increase the level of sustainability there.
EKSPLORASI MODEL TINGKAT KECELAKAAN LALU Haryadi, Bambang
Jurnal Teknik Sipil dan Perencanaan Vol 13, No 1 (2011): Jurnal Teknik Sipil & Perencanaan
Publisher : Semarang State University

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.15294/jtsp.v13i1.1338

Abstract

Abstract: The objectives of the presents study was  to explore mathematical models that could be used  to  estimate  the  number  of  accidents  on  interurban  toll  roads.  Preditive  models  were developed  by  relating  traffic  exposure  (average  daily  traffic  and  road  section  length)  with  the number  of  accidents  per  unit  of  time.Accident,  roadway  section  and  traffic  volume  data  were obtained  from  Jagorawi,  JakartaCikampek,  padaleunyi,  and  palikanci  toll  road.  Accident  rate models were developed from those data using  generalized linear modelling (GLM) techniques. The conclusions  from  the  study were:  (1)  linier  regression model was  not  appropriate  to  be  used  to predict  accidents  number,  because  accident  occurence  did  not  follow  normal  distribution,  (2) Poisson regression possessed accident occurence characteristics: descrete, rare and random, and (3)  Negative  Binomial  distribution  was  more  appropriate  to  represent  accident  occurence phenomenon with overdispersion. Keywords: accident rate, generalized linear modelling, Poisson regression, nagative binomial regression.  Abstrak: Penelitian  ini  bertujuan  untuk mengeksplorasi model matematis  yang  dapat  digunakan untuk  meramalkan  jumlah  kecelakaan,  pada  suatu  ruas  jalan  tol  antar  kota.  Model  prediksi dikembangkan  dengan  menghubungkan  paparan  lalulintas,  yang  dinyatakan  dengan  volume lalulintas dan panjang ruas jalan, dengan keselamatan, yang dinyatakan dalam jumlah kecelakaan per satuan waktu. Data  jalan, kecelakaan, dan  lalulintas selama dua  tahun, diambil dari  jalan  tol antar  kota  Jagorawi,  Jakarta0Cikampek,  Padaleunyi  dan  Palikanci.  Model  tingkat  kecelakaan dikembangkan dari data tersebut dengan teknik generalized linear modelling (GLM), dan dikalibrasi dengan  menggunakan  teknik0teknik  statistik.  Beberapa  kesimpulan  yang  dapat  ditarik  dari penelitian  ini  adalah:  (1)  Model  regresi  linier  dengan  distribusi  normal  tidak  memadai  untuk memprediksi  kecelakaan;  tingkat  kecelakaan  tidak  terbukti  mengikuti  distribusi  normal;  (2) Penggunaan  regresi Poisson  lebih mencerminkan karakteristik kejadian kecelakaan: diskrit, acak, langka;    dan  (3)  Distribusi  Binomial  Negatif  paling  baik merepresentasikan  kejadian  kecelakaan dengan adanya gejala overdispersi pada data. Kata kunci: tingkat kecelakaan, generalized linear modelling, regresi poisson, regresi binomial negatif.
PENGARUH PENGGUNAAN HIGH VOLUME FLY ASH PADA KUAT TEKAN MORTAR Maryoto, Agus
Jurnal Teknik Sipil dan Perencanaan Vol 10, No 2 (2008): Jurnal Teknik Sipil & Perencanaan
Publisher : Semarang State University

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.15294/jtsp.v10i2.6951

Abstract

Effort of fly ash recycling for masonry work and mortar will give double effects. First reduce Portland Cement usage and negative effect if fly ash is disposed on the open area. The aim of this research is to investigate influences of fly ash in mortar compressive strength and  cost efficiency. Compressive Strength Specimen is cube 50 x 50 x 50 mm and tested at 7 and 28 days. Dosages of fly ash addition are 30%, 40% and 50% for cement replacement. Ratio of  binder (fly ash and cement) and sand are 1:6, 1:8 and 1:10.The results indicated that mortar compressive strength with ratio 1:6 meet the standard for mortar type N and the ratio 1:8 and 1:10 didn’t meet the standard. Mortar, ratio 1:6 with 50% fly ash has cost efficiency 58.030,- or 32% lower than price of non fly ash mortar.Upaya pemanfaatan abu terbang (fly ash) untuk pasangan batu dan plesteran akan mendatangkan efek ganda, yaitu mengurangi penggunaan semen Portland dan sakaligus mereduksi dampak negatif jika bahan sisa ini dibuang begitu saja. Penelitian ini bertujuan untuk mengetahui pengaruh abu terbang (fly ash) terhadap kuat tekan dan efisiensi biaya pada pasangan batu dan plesteran (mortar). Benda uji kaut tekan berbentuk kubus ukuran 50 mm x 50 mm x 50 mm. Pengujian kuat tekan dilakukan pada saat mortar berumur 7 dan 28 hari dengan kadar penambahan fly ash sebesar 30 %, 40 % dan 50 %. Perbandingan semen dan pasir yang digunakan adalah 1 : 6, 1 : 8 dan 1:10. Hasil penelitian menunjukkan kuat tekan mortar dengan perbandingan semen dan pasir sebesar 1 : 6 memenuhi kuat tekan standar mortar tipe N. Mortar dengan perbandingan semen : pasir = 1 : 8 dan  1 : 10 tidak memenuhi standar kuat tekan standar mortar tipe N. Mortar dengan perbandingan semen dan pasir = 1 : 6 dengan kadar fly ash 50 % mempunyai efisiensi  biaya Rp 58.030,- atau sekitar 32% dari harga mortar tanpa fly ash.
Kajian Tingkat Kerentanan Bencana Kekeringan Pertanian Di Kabupaten Demak Adam, Khalid -; Rudiarto, Iwan -
Jurnal Teknik Sipil dan Perencanaan Vol 19, No 1 (2017)
Publisher : Universitas Negeri Semarang

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.15294/jtsp.v19i1.9493

Abstract

Demak regency is located in Central Java province is one of the districts affected by drought (BPBDs, 2015). Whereas Demak district was ranked as the fourth as an agricultural producer in Central Java province. In Law No. 26 In 2007, Demak included in the national strategic area (Kedungsepur), so it needs to be handled more in drought-related disaster. To handling disasters, it can be evaluated from the value of disaster vulnerability. The purpose of this study was to conduct an assessment of the level of vulnerability to drought in Demak. This study uses three main variables, exposure, sensitivity and adaptive capacity. Based on the analysis the majority of the area is classified as a less vulnerable area of 57%, and there are only 28% who fall into the category of extremely vulnerable. The number of regions included in the classification are less prone to conclude that Demak less vulnerable to drought.Kabupaten Demak yang berlokasi di Provinsi Jawa Tengah adalah salah satu kabupaten yang terkena dampak bencana kekeringan (BPBD, 2015). Padahal Kabupaten Demak masuk dalam peringkat keempat sebagai penghasil pertanian di Provinsi Jawa Tengah. Dalam UU No. 26 Tahun 2007, Kabupaten Demak masuk dalam kawasan strategis nasional (Kedungsepur), sehingga perlu adanya penanganan yang lebih terkait kebencanaan khususnya bencana kekeringan. Untuk melakukan penanganan terhadap bencana, dapat dengan melihat nilai dari kerentanan bencana pada wilayah terebut. Tujuan dari penelitian ini adalah untuk melakukan pengkajian terhadap tingkat kerentanan bencana kekeringan pada Kabupaten Demak. Penelitian ini menggunakan tiga variabel utama yaitu keterpaparan, sensitivitas dan kapasitas adaptasi. Berdasarkan hasil analisis dapat diketahui bahwa mayoritas wilayah masuk dalam klasifikasi kurang rentan seluas 57%, dan hanya terdapat 28% yang masuk dalam kategori sangat rentan. Banyaknya wilayah yang masuk dalam klasifikasi kurang rentan menyimpulkan bahwa Kabupaten Demak kurang rentan akan bencana kekeringan. 

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