cover
Article Per Year (5 Year)
All
Home Page
OAI Link
Editorial Team
Contact
Reviewer
Google Scholar
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
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
 71   72   73   74   75 
The Effect of Soil Density on Infiltration Rate in The Urban Development Area of Padang Andayono, Totoh
Jurnal Teknik Sipil dan Perencanaan Vol 20, No 1 (2018)
Publisher : Universitas Negeri Semarang

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.15294/jtsp.v20i1.12387

Abstract

Majority of Padang City residents inhabitant the region along sea shore for residential, public facility and economic center together with all of supporting facilities. That region is seismic prone area, also potentially affected by tsunami hazard and flood.This circumstances pushed local authority of Padang City to develop urban residential area to the north, east and south side of this city (Koto Tangah, Kuranji, Pauh, Lubuk Kilangan and Bungus Teluk Kabung sub-district), which are used to be water infiltration area. The function`s shifting of this area cause the change of soil density. This condition potentially causethe alteration of rainfall infiltration in to the soil.This research was conducted at 15 locations in Dadok Tunggul Hitam area, Koto Tangah sub-district (9 locations in development area and 6 locations in original area condition). Double Ring Infiltrometer are used in this study to predict infiltration rate and Sandcone for measuring soil density.This study used Horton Model to analyze infiltration rate by quantify infiltration rate data(f), constant infiltration rate (fc) and initial infiltration rate (fo). Moreover, regression analysis were used to quantify infiltration rate in order to determine its effects to soil density parameter.The results show that for high density soil (valuegd = 1,00 gr/cm3 to 1,50 gr/cm3), final soil infiltration rate in average is 0,1 mm/minuteto 0,9 mm/minute. This condition can cause decreasingof rainfall`s runoff infiltration capacity. Meanwhile, for low density of soil (valuegd = 0,30 gr/cm3to 1,00 gr/cm3), the infiltration rate value relatively high with final infiltartion rate reached 0,22 mm/minute. This analysis demonstrated that soil density influence the infiltration rate, where 23,7 % of infiltration capacity in Padang City development area is influenced by soil density parameter (gd), and the rest is influenced by other parameters
The Optimal Location for The Development of Agricultural Production Center Area of Rembang Regency Pigawati, Bitta; Suryani, Tia Adelia; Barbarossa, Ghiffari
Jurnal Teknik Sipil dan Perencanaan Vol 24, No 1 (2022)
Publisher : Universitas Negeri Semarang

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.15294/jtsp.v24i1.34270

Abstract

Abstract. Disproportionate regional spatial growth can encourage regional disparities between villages and cities and problems for the sustainability of regional development. Rembang Regency has growth characteristics that are concentrated at several points in its urban area. This pattern of growth creates a problem of regional disparity. To overcome this problem, it is necessary to add new regional growth centers. These new regional growth centers are expected to evenly distribute spatial growth. The center of regional growth in accordance with the characteristics of Rembang Regency is the center of agricultural production. This study aims to determine the optimal location for the development of the agricultural production centers as the center of regional growth. Using a spatial approach with remote sensing images as the main data. The analytical technique used is spectral transformation and multicriteria. The results showed that the most optimal locations for the development of agricultural production centers were Sale District (2,634.01 ha), Gunem District (2,198.95 ha) and Kragan District (2,171.72 ha). Sulang District is also a potential location for the development of agricultural production centers because the total area of the optimal location covers 8 – 10% of the total area of Rembang Regency. The findings of the study on the optimal location for the development of agricultural production centers are recommended as a strategic area for regional development to function as a growth center for Rembang Regency as an effort to overcome disproportionate spatial growth.
Durability of Residual Strength on Ac-Wc Mixture Using Bottom Ash As Fine Aggregate Substitution Irianto, Irianto; Mabui, Didik S.S; Sila, Ardi Azis
Jurnal Teknik Sipil dan Perencanaan Vol 24, No 1 (2022)
Publisher : Universitas Negeri Semarang

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.15294/jtsp.v24i1.31913

Abstract

Abstract. This study aims to determine the durability of the residual strength in the Asphalt Concrete – Wearing Course (AC-WC) mixture that uses bottom ash waste as a substitute for fine aggregate. The Marshall Test revealed that the stability value of all variations of the tested immersion met the minimum standard, which was greater than 800 kg, namely for the 0 hour immersion variation of 2170.75 kg, the 24-hour immersion variation of 2014, 62 kg, the immersion variation 48 hours of 1938.07 kg, variation of immersion 96 hours of 1853.45 kg, and the variation of immersion 168 hours of stability value obtained is 1747.68 kg. And for the residual strength index in the 24-hour immersion variation the residual stability index was obtained at 92.81%, for the 48-hour immersion variation the residual stability index was obtained at 89.33%, while for the 96-hour immersion variation the residual stability index was obtained at 85.38%. and for the variation of immersion 168 hours residual stability index was obtained at 80.51%, so that which meets the standard of at least 90% is the 24-hour variation.
The Effect of WHA and Lime for Shear Strength of Clay Stabilized by Cement Nugroho, Soewignjo Agus; Ongko, Andarsin; Fatnanta, Ferry; Putra, Agus Ika
Jurnal Teknik Sipil dan Perencanaan Vol 24, No 1 (2022)
Publisher : Universitas Negeri Semarang

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.15294/jtsp.v24i1.34380

Abstract

With the use of the additive, the clay's shear strength and bearing capacity increased. Usage waste material, Wooden Hush Ash (WHA), is tiny. The silicate content of WHA is almost the same as RHA. This study aims to utilize ASK for a stabilization material of high plasticity clay to increase shear strength. Unconfined Compression Strength (UCS) tests were performed to compare the UCS value of clay; clay with 5% cement; clay with lime; clay-cement with WHA; clay-cement with lime and WHA; and clay with lime and WHA. Before the UCS test, the sample was separated into two groups: with and without curing for 28 days, and with and without soaking for 4 days. While in conditions unsoaked, the qu value is uniform. Results show, without curing and soaked, qu values of all variations have the same value in the range of 350 kPa to 380 kPa. In conditions with curing 28 days with and without soaked, qu values range from 365 kPa to 485 kPa for mixtures with WHA and a combination of lime with ASK. While adding of 10% lime additive increases the qu value to 1100 kPa UCS testing results prove, with and without curing and soaked, lime is more optimal to increase the value of UCS than WHA. Replacement lime with WHA by 4% to 6% increases the qu value from 160 kPa to 465 kPa and 485 kPa and 110 kPa to 440 kPa to 475 kPa of soaked and unsoaked condition respectively. WHA can be used to reduce lime in soil stabilization.
Arrangement of Green Open Space on River Borders with Constructed Wetlands Concept Saputra, Stepanus Andi; Sudarwani, Margareta Maria; Eni, Sri Pare
Jurnal Teknik Sipil dan Perencanaan Vol 24, No 1 (2022)
Publisher : Universitas Negeri Semarang

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.15294/jtsp.v24i1.34456

Abstract

Abstract. The decline in river quality is due to the role of 60%-70% of domestic waste, 30% of industrial waste, and 10% of agricultural and livestock waste that pollutes rivers. In addition, because there are settlements on the banks of the river, if it is not handled, the quality of the rivers in Jakarta will certainly be bad. One way of treating wastewater is Constructed Wetlands, the goal is to improve water quality and reduce the harmful effects of waste, as well as water conservation efforts. Constructed Wetlands are usually applied to settlements that have yards, while settlements in Jakarta currently only have narrow yards there are no yards left. From this aspect, the post-normalization riverbank arrangement will be carried out using the Constructed Wetlands approach. The research located at the Kampung Baru,  Cakung,River, East of Jakarta.  To find out the results of this application, the method used is descriptive in knowing the conditions of settlements, and then data collection will be carried out from literature reviews and interviews. Furthermore, an analysis is carried out with basic mathematical calculations to answer the space requirements in the application of Constructed Wetlands so that it will produce a spatial pattern model for settlements.
Comparison of Compressive Strength of Concrete Using White Portland Cement with Gray Cement Ginting, Arusmalem; Pradikta, Damar Hendra; Santosa, Bing; Adi, Prasetya
Jurnal Teknik Sipil dan Perencanaan Vol 24, No 1 (2022)
Publisher : Universitas Negeri Semarang

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.15294/jtsp.v24i1.32390

Abstract

Abstract. White Portland cement (WPC) in Indonesia is generally used for architectural work. WPC is still rarely used in structural concrete because the price is relatively higher than grey cement. This research reviewed the compressive strength of concrete using WPC and compared it with concrete using grey cement. Compressive strength testing of concrete using WPC and grey cement was carried out at ages: 3, 7, 14, 21, and 28 days. From the research, the compressive strength of concrete using WPC was 13.81 MPa (60%) at 3 days, 16.68 MPa (72%) at 7 days, 19.45 MPa (84%) at 14 days, 22.34 MPa (97%) at 21 days, and 23.11 MPa (100%) at 28 days. The compressive strength of concrete using grey cement was 13.03 MPa (63%) at 3 days, 15.11 MPa (74%) at 7 days, 17.22 MPa (84%) at 14 days, 18.78 MPa (91%) at 21 days, and 20.54 MPa (100%) at 28 days. The compressive strength of concrete using WPC is higher than grey cement at all ages. The rate of compressive strength of concrete using WPC is almost the same as grey cement at all ages.
Laboratory Testing Performance of Hot Mix Asphalt Containing Waste Materials Susanto, Hery Awan; Mulyono, Bagyo
Jurnal Teknik Sipil dan Perencanaan Vol 24, No 1 (2022)
Publisher : Universitas Negeri Semarang

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.15294/jtsp.v24i1.34426

Abstract

Abstract. Road conditions are frequently subjected to damage that outlasts the road's design life. One of these is due to the material's mechanical capability, which is insufficient to withstand traffic loads and weather conditions. The incorporation of plastic and tire waste into Hot Mix Asphalt is one of the efforts to improve the material's mechanical quality (HMA). In addition to reducing the asphalt concentration in the mixture, the percentage of plastic and tire debris reduces the environmental impact. The use of plastic and tire waste in HMA can aid in the creation of green roads. The goal of this research is to see how plastic and tire waste affect HMA performance in Marshall testing. The research was conducted by making test samples with variations of waste materials percentage. Then, the Marshall test was carried out. Analysis of test results includes volumetric properties and Marshall characteristics. The test results showed that the addition of plastic and tire waste was able to improve the performance of the HMA mixture. However, the performance of the HMA mixture will decrease due to the influence of water soaking the HMA mixture. The addition of the optimum waste was obtained by 2.5% at the optimum asphalt content of 5.5%.
The Needs of Pedestrian Circulation Design for Adolescents In Semarang Old Town Public Space That Responsive To Covid-19 Pandemic Nusapatria, Raihan Fanani; Ristianti, Novia Sari
Jurnal Teknik Sipil dan Perencanaan Vol 24, No 1 (2022)
Publisher : Universitas Negeri Semarang

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.15294/jtsp.v24i1.34170

Abstract

Abstract. Semarang Old Town is a site in Semarang City that provides economically valuable public spaces that teenagers use. Due to irregular pedestrian circulation and packed economic activity points, Semarang Old Town is a sensitive location for the possible spread of the Covid-19 virus. The Covid-19 epidemic has not been addressed in the public spaces of Semarang Old Town. Circulation flow, circulation signage, crossing points, and health protocol facilities have all been identified as issues. This project intends to develop pedestrian circulation needs for teenagers in an economically valuable public place in Semarang Old Town in response to the Covid-19 pandemic. The quantitative method employed in this study was behavior mapping and quantitative descriptive analysis techniques. The stages are as follows: first, identify teenage features; second, analyze design demands for adolescent pedestrian circulation elements. Then, construct the design requirements and placement. The study was conducted on a group of 41 adolescents aged 12 to 25, with observation taking place on Saturday night and Sunday morning (peak hours). According to quantitative descriptive analysis methodologies, adolescents prefer more simple, more adaptable designs and occupy less space by 57 percent..
Unit Weight of Foam Concrete Containing Blended Cement and Fly Ash Sunarno, Yohans; Tjaronge, M. W.; Irnawaty, Rita; Muhiddin, Achmad Bakri
Jurnal Teknik Sipil dan Perencanaan Vol 24, No 1 (2022)
Publisher : Universitas Negeri Semarang

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.15294/jtsp.v24i1.34664

Abstract

Abstract. The rapid development of construction and infrastructure results in increasing demands for natural resources continue. One of the many natural elements required for construction and infrastructure activities was cement, which is the basic ingredient in concrete. This study aims to analyze the unit weight of foam concrete containing blended cement and fly ash. The research approach used in this study was a laboratory experiment. Foam concrete was produced using 4 variations of cement (OPC, PCC-T, PCC-B and OPC+FA), fine aggregate, water and foam. The shape of the test object used was cube with a size of 15 cm × 15 cm × 15 cm. Unit weight test was used to evaluate the foam concrete mixture produced at the age of 3, 7, 28 and 730 days. The results showed that the unit weight of foam concrete in all variations of the specimens: OPC, PCC-T, PCC-B and OPC+FA, met the requirements for the unit weight of lightweight structural concrete based on SNI 03-3449-2002 and ACI 213R3 which was between 800 to 1400 kg/m3.
MEMILIH LOKASI UNTUK BANGUNAN PADA LERENG PERBUKITAN AMAN LONGSOR (STUDY KASUS DI SEKITAR SEMARANG)
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.v13i1.1319

Abstract

Abstract: Building is a place for people to do activities which becomes one of their needs. When desire arises to build at hills, e.g. SekaranGunungpatiSemarang topography, it will be better to be aware of landslide. It is easier if safety criteria is known at hills area. Landslide safety criteria is useful to help the authorized people or the society to choose/use a location at hills/slope with known landslide safety level.Research was done by taking a soil sample 4 m below surface at several location in Sekaran hills. Next, land slide resistance parameter is tested. To observe the structure of lower soil layer a geoelectrical examination data is used. A sliding area model is used for analysis with assumption critical area at hard  soil transition layer is around 3 m below surface.Research shows that Sekaran hills at 21o inclination angle is its critical slope  for landslide. At this angle building construction is not preferable, it will be better for solid vegetation. Safe slope angle for building is below 9o in here. Meanwhile, slope angle between 9o to 21o is still considerable for building by keeping soil water content from saturation through greens, good water channel, and some soil strengthening required.Keywords: slope, landslide, SekaranAbstrak: Bangunan adalah salah satu tempat untuk beraktifitas yang menjadi kebutuhan hidup manusia. Jika keinginan dalam mewujudkan suatu banguan tertuju pada perbukitan, seperti topografi perbukitan Sekaran Gunungpati Semarang, sebaiknya dipersiapkan kecermatan terhadap bahaya longsor. Akan lebih mudah bila di wilayah perbukitan diketahui kreteria keamanan. Kreteria  keamanan longsor dapat bermanfaat untuk membantu pihak yang berkompeten atau masyarakat dalam memilih/menggunakan lokasi perbukitan/lereng dengan diketahui tingkat keamanan longsor. Metode pelaksanaan dilakukan dengan mengambil sampel tanah sedalam 4 m di beberapa titik perbukitan Sekaran. Selanjutnya dilakukan pengujian parameter ketahanan longsor tanah.  Untuk mengetahui struktur lapisan tanah bagian bawah digunakan data penyelidikan geolistrik. Analisis digunakan model sliding area dengan anggapan daerah kritis pada lapisan perubahan tanah keras sedalam berkisar 3 m. Hasil penelitian menunjukkan bahwa perbukitan Sekaran pada kemiringan 21° adalah kemiringan lereng yang mulai tidak aman dari kelongsoran. Kemiringan sebesar ini tidak dianjurkan untuk didirikan bangunan, sebaiknya dimanfaatkan untuk hutan tanaman keras. Kemiringan lereng yang aman untuk didirikan bangunan adalah lereng dibawah kemiringan 9°. Sedangkan Kemiringan lereng dengan kisaran 9° sampai 21°, dapat didirikan bangunan dengan persyaratan mengusahakan kandungan air tanah yang tidak cepat berubah menjadi jenuh, dengan beberapa cara : mempertahankan penghijauan, kelancaran saluran lingkungan, dan beberapa perkuatan tanah yang diperlukan.Kata Kunci: lereng, longsor, Sekaran.

Page 73 of 78 | Total Record : 774

 71   72   73   74   75 

Filter by Year

2006 2024


Reset
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): Jurnal Teknik Sipil & Perencanaan Vol 22, No 2 (2020) Vol 22, No 1 (2020) Vol 22, No 1 (2020): Jurnal Teknik Sipil & Perencanaan 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) Vol 18, No 2 (2016): Jurnal Teknik Sipil & Perencanaan Vol 18, No 2 (2016): Jurnal Teknik Sipil & Perencanaan Vol 18, No 1 (2016): Jurnal Teknik Sipil & Perencanaan Vol 18, No 1 (2016) Vol 18, No 1 (2016): Jurnal Teknik Sipil & Perencanaan 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): Jurnal Teknik Sipil & Perencanaan Vol 9, No 2 (2007): Jurnal Teknik Sipil & Perencanaan Vol 9, No 2 (2007) 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