cover
Contact Name
-
Contact Email
-
Phone
-
Journal Mail Official
-
Editorial Address
Kampus Sekaran, Gunungpati, Semarang 50229
Location
Kota semarang,
Jawa tengah
INDONESIA
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.
Arjuna Subject : -
Articles 774 Documents
SINERGI PENGGUNAAN CALCIUM STEARATE DAN FLY ASH DALAM BETON UNTUK MENAHAN TEKANAN AIR Maryoto, Agus
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.v16i2.7215

Abstract

Reinforced concrete structure located in corrosive environment and withstand the water pressure is very prone to corrosion attack. The waterinfiltrate to the concrete through the capillaries that are formed during the process of hardening concrete can only be reduced by decreasing the diameter of the micro-capillary. Increasing the contact angle between the water and the concrete surface is also able to reduce the infiltration of water into the concrete. fly ash is a material that has a smaller grain than cement. After the fly ash reacts with cement and water, forming of micro capillary diameter becomes smaller. Calcium stearate is used as an ingredient in making concrete the concrete surface becomes more hydrophobic. Tests were conducted to determine the effect of calcium stearate and fly ash namely compressive strength test, absorption and penetration. The results showed that the use of fly ash and calcium atearate together in the concrete can decrease the value of the absorption and penetration.Struktur beton bertulang yang terletak di daerah korosif dan menahan tekanan air sangat rawan terhadap serangan korosi. Tekanan air yang masuk ke dalam beton melalui kapiler yang terbentuk pada saat proses pengerasan beton hanya bisa dikurangi dengan memperkecil diameter mikro kapiler. Peningkatan sudut kontak antara air dan permukaan beton juga mampu menurunkan infiltrasi air ke dalam beton. Fly ash merupakan material yang mempunyai butir yang lebih kecil dari semen. Setelah fly ash bereaksi dengan semen dan air diameter mikro kapiler yang terbentuk menjadi lebih kecil. Calcium stearate yang digunakan sebagai campuran dalam beton membuat permukaan beton menjadi lebih bersifat hydrophobic. Pengujian yang dilakukan untuk mengetahui pengaruh calcium stearate dan fly ash yaitu uji kuat tekan, absorbsi dan penetrasi. Hasil penelitian menunjukkan bahwa penggunaan calcium stearate dan fly ash secara bersama-sama di dalam beton mampu menurunkan nilai absorbsi dan penetrasi.
The Typology of The Kost-Shop Friendly Facades in The Reproduction of Social Interaction Space based on The Needs and Opportunities between Kampung and Campus Pasaribu, Ramos Panondang; Tobing, Rumiati R; Siahaan, Uras
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.v22i1.23305

Abstract

One interesting phenomenon  found in Indonesia to date is “living and growing in a city with the characteristic features of a Kampung (urban village) with all of its distinctive faces”, like the interdependent relations between the Kampung Kemanggisan around the Syahdan Campus of Bina Nusantara Jakarta. The students find their daily needs in the Kampung and the villagers find business opportunities and reproduce the “Social Interaction Space” along the Haji Senin street (study location) which is dominated by buildings with the ground floor as a place of business and the upper floor as a Kost or the private housings with rented rooms which in this study was called the “Kost-Shop” building. Variations of the “Pedestrian-Friendly Kost-Shop” building grew and had an impact on the appearance of the facade. This study to reveal and provides an understanding of typology of “Kost-Shop Friendly Facades” that exists based on student “Needs and the Opportunities”, therefore, this study was written with the title of “Kost-Shop Facades” in “the Reproduction of Social Interaction Space” based on the “Needs and Opportunities” between Kampung and Campus. By using qualitative research methods; case study with indications of “social, permeable, active” obtained 12 types of “Kost-Shop Friendly Facades”.
ANALISIS PENGUJIAN STRUKTUR BALOK LAMINASI KAYU SENGON DAN KAYU KELAPA Handayani, Sri
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.v18i1.6693

Abstract

Wood Sengon (Sengon) is a type of timber that can quickly grow, accessible but its use as a construction material has not been optimized. The technology used to support the wood as a construction material is a laminate. Engineering experiments was done by making laminated beams of wood Sengon and wood coconut. The purpose of this study is to determine how much the increase in flexural strength for laminated wood Sengon beams and wood Coconut beams as a replacement of structural beam with a variety of adhesive and timber placement. The method used is an experimental method for flexural strength testing of laminated beams. The results showed an average flexural strength of the maximum obtained in laminated beams with variations EP-S (adhesive epoxy glue and placement position in the wood Sengon) amounted to 679 350 kg / cm2. An increase in the strength of 254 025 kg / cm2 (59.72%) are from wood Sengon bending strength 425 325 kg / cm2 (probe grade IV) to 679 350 kg / cm2 (strong class III). The use of technology should pay attention to the position of the bearing laminated wood. Wood with strong higher class should be put on the outside position to provide reinforcement for the wood with a powerful low grade placed in the position. Kayu Sengon (Sengon) termasuk dalam jenis kayu yang dapat dengan cepat tumbuh, mudah di dapat tetapi penggunaannya sebagai bahan konstruksi belum optimal. Teknologi yang digunakan guna mendukung kayu sebagai bahan konstruksi adalah dengan laminasi.  Rekayasa eksperimen dilakukan dengan membuat balok laminasi dari kayu Sengon dan kayu Kelapa. Tujuan penelitian ini adalah untuk mengetahui seberapa besar peningkatan kuat lentur balok kayu dengan laminasi Sengon dan Kelapa sebagai pengganti balok struktur dengan variasi bahan perekat dan perletakan kayu. Metode penelitian yang digunakan adalah metode eksperimen  untuk pengujian kuat lentur balok  laminasi. Hasil penelitian menunjukkan kuat lentur rata-rata maksimum  diperoleh pada balok laminasi dengan variasi EP-S  (perekat lem epoksi dan perletakan posisi kayu  Sengon didalam) sebesar 679.350 kg/cm2. Terjadi peningkatan kekuatan sebesar 254.025 kg/cm2 (59.72%) yaitu dari kuat lentur  kayu  Sengon 425.325 kg/cm2 (kelas kuar IV) menjadi 679.350 kg/cm2(kelas kuat III). Penggunaan teknologi laminasi hendaknya memperhatikan posisi perletakan kayu.  Kayu dengan klas kuat lebih tinggi  diletakkan pada posisi luar untuk memberikan perkuatan pada kayu dengan kelas kuat rendah yang terletak pada posisi dalam. 
TIPOLOGI RUMAH SUSUN DI KOTA YOGYAKARTA Mulyandari, Hestin
Jurnal Teknik Sipil dan Perencanaan Vol 14, No 2 (2012): Jurnal Teknik Sipil & Perencanaan
Publisher : Semarang State University

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.15294/jtsp.v14i2.7089

Abstract

Yogyakarta city did not escape from the slums. Some ways of thinking to solve the problem, including the construction of flats, the residents are expected to have a more decent place to live as well as efforts to curb the city. This study aims to analyze the typology of the three flats in the Municipality of Yogyakarta, in order to know the advantages and disadvantages of physical, inconvenience users of flats, which will produce a number of recommendations to guide the planning and design of the new flats.Research carried out by using the Post Occupancy Evaluation (POE) in terms of physical control and functional frame.Physical aspects of the typology analysis of control: (1) control the climate, the average flats does not have adequate shading so it can not avoid the rain, (2) the problem of waste and storm sewers are clogged, causing a stench, (3) using tile metal roofing is not sandy so hot during the day for a stay on the top floor, and when the rain came a loud voice from the rain. Analysis of the functional frame (1) the average pattern of the building are single loaded, 2) in the towers have the same type, (3) the height of the floor for the towers Jogoyudan and Juminahan is 3 m, while the towers Cokrodirjan is 2.8 m. Efforts to add new towers to accommodate the people who still live on the banks of the river was still hazardous Code of cold lava.Kota Yogyakarta tidak luput dari  pemukiman kumuh. Rumah-rumah di sekitar bantaran Sungai Code saling berhumpitan. Dari sinilah mulai timbul cara memecahkan masalah tersebut, diantaranya adalah pembangunan rumah susun, yang diharapkan warga mempunyai tempat tinggal yang lebih layak sekaligus sebagai upaya penertiban kota. Penelitian ini bertujuan untuk menganalisa tipologi terhadap tiga rusunawa di Kotamadya Yogyakarta, untuk dapat mengetahui keunggulan dan kelemahan fisik, ketidaknyamanan pengguna rusunawa, sehingga akan menghasilkan beberapa rekomendasi sebagai pedoman perencanaan dan perancangan rumah susun yang baru nantinya. Penelitian dilakukan  dengan kajian Evaluasi Purna Huni (EPH) dari segi physical control dan functional framenya. Analisa tipologi dari aspek Physical control yaitu (1) kontrol terhadap iklim, rata-rata rusunawa tidak memiliki tritisan yang memadai sehingga tampias hujan; (2) masalah sampah dan saluran air kotor yang mampet, menimbulkan bau menyengat; (3) penutup atap menggunakan genteng metal yang tidak berpasir sehingga panas di siang hari untuk yang tinggal di lantai teratas, dan apabila hujan terdengar suara keras dari air hujan. Analisa dari functional frame (1) rata-rata pola bangunan single loaded; (2) dalam satu rusun memiliki besaran unit yang sama; (3) ketinggian lantai untuk rusun Juminahan dan Jogoyudan 3 m, sedangkan rusun Cokrodirjan 2,8 m. Upaya menambah rusun yang baru untuk mewadahi masyarakat yang masih tinggal di tepi sungai Code yang masih rawan bahaya lahar dingin.
The Evaluation of Foreman Competency Suitability on Consumer Complaints Kusumanugraha, yaffi Arrizki
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.v20i2.16172

Abstract

Abstract. The construction industry is one of the most developed industries around the world. Similar to the housing construction industry, consumers who buy a house on the developers sometimes have a complaint about the units they buy. Because of the consumer complaints, the developers expend more money to use the services of foreman complaints. Quality of foreman complains determines the result of consumer complaint work. Elements of competence that affect the performance of the foreman complain were analyzed using SPSS and descriptive percentage. Descriptive method of percentage of frequency calculated in percent. The elements analyzed are the skills competence, the work experience competence, the discipline competence and the wage competency. The results of the research showed that the elements that affected the foreman complaints are the skills competence 88.56%, the work experience competence 85.56%, the skills competence 88.56% the discipline competence 89.07% and the wage competency 89.73%. The strategies that must be implemented to improve the performance of the foreman complain are to supervise the continues improvement of the team owner, and also repeat orders according to the portion (the foreman capacity), selecting the workman or labor that will be used by the foreman to do a job and also make a skill assessment from the foreman and his team, conducting training programs for the foreman and the craftsman can also be a strategy to improve the performance of the foreman complain.
ANALISIS PENGARUH STRUKTUR KOTA - SISTEM TRANSPORTASI - KONSUMSI BBM KOTA-KOTA DI JAWA Handajani, Mudjiastuti
Jurnal Teknik Sipil dan Perencanaan Vol 12, No 2 (2010): Jurnal Teknik Sipil & Perencanaan
Publisher : Semarang State University

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.15294/jtsp.v12i2.1342

Abstract

Abstract:  Transportation    sector  is  sector with  the most  customer  fuel,  so  fuel  consumption  for transportation  activity  should  appropriately    get  more  attention.  The  increasing  activity  of transportation syatem especially  triggered by  the  increase of ownership and private vehicle usagegive negative impacts on towns. Ttransportation is sector taking the most fuel got from fossil source which  is getting  rare and unrenewable. Data collected  in  this  research  is: a) data of  length of  the road,  the  length  of  the  road,  only  calculated  for  asphalted  road  or  reinforced  concrete,  b)  road network pattern,   in the field condition, road network pattern   does not always have the same form as  road  network  pattern  in  the  theory,  of  (grid,  radial/concentric,  linear),  but  there  are  some modifications, c)  road condition, consisting of good,  relatively good, poor, and very poor condition category,  d)  passenger’s  public  transportation,  consisting  of  public  passenger  transportation  and public  bus,  e)goos  transportation/truck,  f)  private  vehicle  consisting  of  passenger  car,  bus  and motorcycle, g)  the  length of designated  route of public  transportation. The highest  influence of  the town  structure  on  fuel  consumption  is  the  number  of  people,  that  is  0,986.Town  transportation system  also  has  the  high  influence  values  on  fuel  consumption,  that  is  0,907.  Town  structure strongly  influences  fuel  consumption  is  stronger  compared  to  the  transportation  system  on  fuel consumption. Key word:  influence, town structure, transportation system, fuel consumption.   Abstrak:  Sektor  transportasi  merupakan  konsumen  yang  paling  banyak  menggunakan  BBM, sehingga konsumsi BBM untuk kegiatan transportasi selayaknya mendapat perhatian. Peningkatan kegiatan sistem  transportasi khususnya yang dipicu oleh peningkatan pemilikan dan penggunaan kendaraan pribadi memberikan dampak negatif  terhadap kota. Transportasi merupakan penyerap bahan  bakar  terbesar  yang  berasal  dari  sumber  fosil  yang  semakin  langka  dan  tidak  dapat diperbaharui. Data yang dikumpulkan dalam penelitian  ini adalah  : a) data panjang  jalan, panjang jalan, dihitung hanya  jalan yang aspal atau beton bertulang saja b) pola  jaringan  jalan, kondisi di lapangan pola  jaringan  jalan  tidak selalu membentuk persis seperti pola  jaringan  jalan dalam  teori (grid,  radial/konsentrik,  linear)  tetapi  ada  beberapa  modifikasi  c)  kondisi  jalan  yang  terdiri  dari kondisi baik, sedang,  rusak dan sangat  rusak, d) kendaraan umum penumpang, yang  terdiri dari MPU  (mobil  penumpang  umum)  dan  bus  umum  d)  angkutan  barang  (truk)  e)  kendaraan  pribadi yang  terdiri  dari  mobil  penumpang,  bus,  dan  sepeda motor  f)  panjang  trayek  angkutan  umum. Pengaruh paling  tinggi dari struktur kota  terhadap  konsumsi BBM adalah Jumlah penduduk yaitu 0,986. Sistem  transportasi    kota  juga mempunyai  nilai  pengaruh  yang  tinggi  terhadap  konsumsi BBM  yaitu  0,907. Struktur  kota mempengaruhi  konsumsi BBM  sangat  kuat  dengan  nilai  loading 0,976.  Hubungan  struktur  kota  terhadap  konsumsi  BBM  lebih  kuat  dibanding  dengan  sistem transportasi terhadap konsumsi BBM. Kata kunci: pengaruh, struktur kota, sistem transportasi, konsumsi BBM.
PEMODELAN KETERSEDIAAN AIR UNTUK PERENCANAAN PENGENDALIAN BANJIR KALI BLORONG KABUPATEN KENDAL Setyowati, Dewi Liesnoor
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.v10i2.6953

Abstract

At centered of Blorong watershed happened switching function of farm run quickly, towards to form of setlement area, causes happened improvement of floods at downstream Kali Blorong. Making base concept of water availability model is water balance. Software yielded in the form of KTSAIRDAS.EXE is made with program delphi version 7. Result of examination shows relationship enough signifikan between debits result of model with result of measurement in field. Test value t-tes shows value t-model 0,97 bigger than t-table 0,576, told model applicable to analyse water availability in Blorong watershed by doing simulation. Debit ratio value yielded from various alternative of land uses shows smallest debit ratio value at first alternative 27,64. The biggest ratio value at alternative of 3 is 28,48. Although result of debit ratio in Blorong watershed still at tolerance threshold boundary, but current debit Kali Blorong has value to range from 27,64 to 28,48 closing stall number. Degradation of ratio is not followed with improvement of farm production rate. Evaluated from aspect produce of farm, hence composition of farm wide in the form of reduction of area of rice field and garden, can reduce debit ratio but produce of farm declines.DAS merupakan suatu ekosistem yang memiliki kekomplekan variabel, untuk mempermudah dalam melakukan analisis sistem maka diperlukan pemodelan. Pemodelan dapat menyederhanakan sistem dengan tetap mempertahankan karakteristiknya. Model ketersediaan air disusun dalam rangka  melakukan upaya perencanaan pengelolaan DAS, dinamakan software model KTSAIRDAS. EXE. Pengujian model secara grafis dan uji statistik menunjukkan bahwa terdapat hubungan cukup signifikan antara debit hasil model dengan hasil pengukuran lapangan. Model dapat digunakan untuk analisis ketersediaan air suatu DAS dengan melakukan simulasi berbagai alternatif penggunaan lahan. Nilai rasio debit Kali Blorong berkisar antara 27,64 sampai 28,48 mendekati angka kritis. Berdasarkan aspek produksi lahan, pengurangan lahan sawah dan kebun, dapat menurunkan rasio debit dan produksi juga menurun. Analisis aspek ekonomi termasuk merugikan karena terganggunya suplai beras dan tanaman tegalan yang diperlukan untuk menopang kehidupan masyarakat. Upaya pengendalian banjir Kali Blorong dapat ditekan dengan melakukan perencanaan simulasi penggunaan lahan sampai memperoleh angka rasio debit kecil, dengan harapan produksi lahan juga meningkat sehingga dari aspek ekonomi menguntungkan masyarakat.
Pendekatan Eksperimen Pada Pola Gerusan Di Bahu Jalan Yang Tidak Diperkeras Purnomo, Sanidhya Nika; Santoso, Purwanto Bekti; Widiyanto, Wahyu -; Aulian, Lutfi -; Gunawan, Sri -
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.v19i1.9495

Abstract

Scour at the unpaved shoulder of the road is an interesting phenomenon that needs to be furtherlyinvestigated. This paper presents the scour pattern on the unpaved shoulder of the road for 5 samples with 3 variations of soil type. Each sample was tested using models of the body and the shoulder of the road in accordance with conditions on the field, which is simulated using a variation of the transverse slope of the road, the longitudinal slope, and rainfall intensity. The experimental results showed that the sandy soil provides smaller damage than the inorganic clay and silt inorganic.Gerusan di bahu jalan yang tidak diperkeras merupakan fenomena menarik yang perlu diteliti lebih lanjut.Pada makalah ini, disajikan mengenai pola gerusan di bahu jalan yang tidak diperkeras untuk 5 sampel bahu jalan dengan 3 variasi jenis tanah.Masing-masing sampel diuji dengan membuat model badan dan bahu jalan sesuai dengan kondisi di lapangan, yang disimulasikan menggunakan variasi kemiringan melintang jalan, kemiringan memanjang jalan, dan intensitas hujan.Hasil eksperimen menunjukkan bahwa tanah pasir memberikan kerusakan yang lebih kecil dibandingkan dengan tanah lempung anorganik dan lanau anorganik.
Assessment of Drought Hazard: A Case Study in Sampean Baru Watershed, Bondowoso Regency Putra, Victorius Setiaji; Halik, Gusfan; Agung Wiyono, Retno Utami
Jurnal Teknik Sipil dan Perencanaan Vol 23, No 1 (2021)
Publisher : Universitas Negeri Semarang

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.15294/jtsp.v23i1.28177

Abstract

Abstract. The Sampean Baru watershed is categorized as an area with a very high level of vulnerability to drought. The purpose of this study was to assess the hydrological drought in the Sampean Baru watershed. NCEP / NCAR Reanalysis climate change data is used to obtain synthetic rainfall models of the past. This climate change data has crude resolution and is global in scale. The NCEP / NCAR Reanalysis data was processed through a downscaling process to obtain local scale climate data in the form of past synthetic rains. Artificial Neural Network (ANN) is one of the downscaling models used in this study. The ANN downscaling output was processed through discharge modeling using SWAT. Hydrological drought assessment used the Standardized Precipitation Index (SRI) method. The SRI calculation was based on the accumulated discharge over a period of time. The results indicated that the ANN downscaling process can bridge global scale climate data to local scale climate data. SWAT modeling gave excellent results. SRI-6 can describe past droughts. It can be seen from the compatibility between the results of the drought assessment and the drought data belonging to the relevant authorities.
ANALISIS TEKNIS PEMILIHAN LOKASI TPA REGIONAL MAGELANG (KOTA MAGELANG DAN KABUPATEN MAGELANG) Diharto, .
Jurnal Teknik Sipil dan Perencanaan Vol 10, No 1 (2008): Jurnal Teknik Sipil & Perencanaan
Publisher : Semarang State University

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.15294/jtsp.v10i1.6942

Abstract

Make-up of amount of resident of urban with the make-up of garbage volume. Make-up of garbage volume perhaps will weigh against the final process place operational (TPA), at one blow will cut short the age TPA. This research target is to look for the correct location TPA regional serve the Town of Magelang and Regency Magelang. This TPA is hereinafter managed by together between Town and Regency Magelang. Its analysis use the SNI 03-3241-1991 - SK SNI T-11-1991-03. Pursuant to perception/field observation and interview secondly is party handling garbage in the region, chosen two location alternative that is Countryside of Banyuurip and Countryside of Glagahombo of Subdistrict of Tegalrejo of Regency Magelang. Result of chosen analysis location of TPA regional in Countryside Glagahombo.Peningkatan jumlah penduduk perkotaan dibarengi dengan peningkatan volume sampah. Peningkatan volume sampah tentunya akan memberatkan operasional tempat pemrosesan akhir (TPA), sekaligus akan memperpendek usia TPA. Tujuan penelitian ini adalah untuk mencari lokasi TPA regional yang tepat melayani Kota Magelang dan Kabupaten Magelang. TPA ini selanjutnya dikelola secara bersama-sama antara Kota dan Kabupaten Magelang. Analisisnya menggunakan SNI 03-3241-1991 – SK SNI T-11-1991-03. Berdasarkan pengamatan/observasi lapangan dan wawancara dengan kedua pihak yang menangani persampahan di wilayah tersebut, terpilih dua alternatif lokasi yaitu Desa Banyuurip dan Desa Glagahombo Kecamatan Tegalrejo Kabupaten Magelang. Hasil analisis terpilih lokasi TPA regional di Desa Glagahombo.

Filter by Year

2006 2024


Filter By Issues
All Issue Vol 26, No 1 (2024) Vol 25, No 2 (2023) Vol 25, No 1 (2023) Vol 24, No 2 (2022) Vol 24, No 1 (2022) Vol 23, No 2 (2021): Jurnal Teknik Sipil dan Perencanaan Vol 23, No 2 (2021) Vol 23, No 1 (2021) Vol 23, No 1 (2021): Jurnal Teknik Sipil dan Perencanaan Vol 22, No 2 (2020) Vol 22, No 2 (2020): Jurnal Teknik Sipil & Perencanaan Vol 22, No 1 (2020): Jurnal Teknik Sipil & Perencanaan Vol 22, No 1 (2020) Vol 21, No 2 (2019): Jurnal Teknik Sipil & Perencanaan Vol 21, No 2 (2019) Vol 21, No 1 (2019) Vol 21, No 1 (2019): Jurnal Teknik SIpil & Perencanaan Vol 20, No 2 (2018): Jurnal Teknik Sipil & Perencanaan Vol 20, No 2 (2018) Vol 20, No 1 (2018) Vol 20, No 1 (2018): Jurnal Teknik Sipil & Perencanaan Vol 19, No 2 (2017) Vol 19, No 2 (2017): Jurnal Teknik Sipil & Perencanaan Vol 19, No 1 (2017): Jurnal Teknik Sipil & Perencanaan Vol 19, No 1 (2017): Jurnal Teknik Sipil & Perencanaan Vol 19, No 1 (2017) Vol 18, No 2 (2016): Jurnal Teknik Sipil & Perencanaan Vol 18, No 2 (2016): Jurnal Teknik Sipil & Perencanaan Vol 18, No 2 (2016) Vol 18, No 1 (2016): Jurnal Teknik Sipil & Perencanaan Vol 18, No 1 (2016): Jurnal Teknik Sipil & Perencanaan Vol 18, No 1 (2016) Vol 17, No 2 (2015): Jurnal Teknik Sipil & Perencanaan Vol 17, No 2 (2015): Jurnal Teknik Sipil & Perencanaan Vol 17, No 1 (2015): Jurnal Teknik Sipil & Perencanaan Vol 17, No 1 (2015): Jurnal Teknik Sipil & Perencanaan Vol 16, No 2 (2014): Jurnal Teknik Sipil & Perencanaan Vol 16, No 2 (2014): Jurnal Teknik Sipil & Perencanaan Vol 16, No 1 (2014): Jurnal Teknik Sipil & Perencanaan Vol 16, No 1 (2014): Jurnal Teknik Sipil & Perencanaan Vol 15, No 1 (2013): Jurnal Teknik Sipil & Perencanaan Vol 15, No 1 (2013): Jurnal Teknik Sipil & Perencanaan Vol 14, No 2 (2012): Jurnal Teknik Sipil & Perencanaan Vol 14, No 2 (2012): Jurnal Teknik Sipil & Perencanaan Vol 14, No 1 (2012): Jurnal Teknik Sipil & Perencanaan Vol 14, No 1 (2012): Jurnal Teknik Sipil & Perencanaan Vol 13, No 2 (2011): Jurnal Teknik Sipil & Perencanaan Vol 13, No 2 (2011): Jurnal Teknik Sipil & Perencanaan Vol 13, No 1 (2011): Jurnal Teknik Sipil & Perencanaan Vol 13, No 1 (2011): Jurnal Teknik Sipil & Perencanaan Vol 12, No 2 (2010): Jurnal Teknik Sipil & Perencanaan Vol 12, No 2 (2010): Jurnal Teknik Sipil & Perencanaan Vol 12, No 1 (2010): Jurnal Teknik Sipil & Perencanaan Vol 12, No 1 (2010): Jurnal Teknik Sipil & Perencanaan Vol 11, No 2 (2009): Jurnal Teknik Sipil & Perencanaan Vol 11, No 2 (2009): Jurnal Teknik Sipil & Perencanaan Vol 11, No 1 (2009): Jurnal Teknik Sipil & Perencanaan Vol 11, No 1 (2009): Jurnal Teknik Sipil & Perencanaan Vol 10, No 2 (2008): Jurnal Teknik Sipil & Perencanaan Vol 10, No 2 (2008): Jurnal Teknik Sipil & Perencanaan Vol 10, No 1 (2008): Jurnal Teknik Sipil & Perencanaan Vol 10, No 1 (2008): Jurnal Teknik Sipil & Perencanaan Vol 9, No 2 (2007) Vol 9, No 2 (2007): Jurnal Teknik Sipil & Perencanaan Vol 9, No 2 (2007): Jurnal Teknik Sipil & Perencanaan Vol 9, No 1 (2007): Jurnal Teknik Sipil & Perencanaan Vol 9, No 1 (2007): Jurnal Teknik Sipil & Perencanaan Vol 8, No 2 (2006) More Issue