Garuda - Garba Rujukan Digital

Article Per Year (5 Year)

All

Paduraksa : Jurnal Teknik Sipil Universitas Warmadewa

paduraksa
Website

Published by Universitas Warmadewa

ISSN : 23032693 EISSN : 25812939 DOI : https://doi.org/10.22225/pd.6.2.482.108-122

Core Subject : Social, Engineering,

Civil Engineering, Building, Construction & Architecture Environmental Science

PADURAKSA: Jurnal Teknik Sipil Universitas Warmadewa, 2303-2693 (Print ISSN), 2581-2939 (Electronic ISSN) is a journal of civil engineering provides a forum for publishing research articles or review articles which published by Warmadewa University Press jointly with Progam Studi Teknik Sipil, Fakultas Teknik dan Perencanaan, Universitas Warmadewa. This journal is also dedicated to provide an intellectual space of scholarly discussion how journal of civil engineering able to create the new global formation of civil engineering and similar issues. This journal has been distributed by Progam Studi Teknik Sipil, Fakultas Teknik dan Perencanaan, Universitas Warmadewa started from Volume 1 Number 1 Year 2012 for Print and Oline from Volume 3 Number 1 Year 2014 to present. This journal encompasses original research articles, review articles, and short communications, including: Civil Engineering; Water Resources; Construction Management; Transportation; Structure; Geotechnics; Environment; Others Engineering

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

Articles 283 Documents

11 12 13 14 15

VARIASI PENAMBAHAN SIKACIM PADA BETON POROUS Gusneli Yanti; Zainuri; Shanti Wahyuni Megasari
PADURAKSA: Jurnal Teknik Sipil Universitas Warmadewa Vol. 10 No. 1 (2021)
Publisher : Program Studi Teknik Sipil, Fakultas Teknik dan Perencanaan, Universitas Warmadewa

Pervious concrete is environmentally friendly concrete because it has interconnected cavities that produce a permeable material, allowing it to drain water quickly and reduce runoff so that it is possible to drain water quickly and reduce runoff. This concrete can be applied to parking areas, sidewalks for pedestrians, and others. The purpose of this study was to determine the characteristics of the concrete by observing its compressive strength and porosity. The method used is the experiment with a sample of cylindrical specimens measuring 150 x 300 mm. This study uses coarse aggregate, cement, water, and the percentage variation of the addition of SikaCim Concrete Additive admixture by 0% (control); 0.3%; 0.5%; 0.7% by weight of cement. The water-cement ratio used was 0.25 and 0.30 and the ratio of cement and coarse aggregate was 1:3 and 1:5. The results showed that the compressive strength value of pervious concrete increased along with the smaller the value of the cement and coarse aggregate ratio. The pervious concrete with a water-cement ratio of 0.25 is higher than that of 0.30. There is a relationship between porosity and compressive strength. Compressive strength generally increases with decreasing porosity. The highest average value of compressive strength with variations in the addition of SikaCim of 0.5% and a ratio cement and coarse aggregate of 1:3 and a water-cement ratio of 0.3, with an average compressive strength value of 18.08 MPa, and included in category B which is used for parking areas.

PENGARUH HAMBATAN SAMPING, U-TURN DAN JALINAN TERHADAP VOLUME LALU LINTAS RUAS JALAN MENUJU ARAH NUSA DUA PADA SIMPANG DEWA RUCI Gede Sumarda; IB Gede Indramanik; I Nyoman Budiasa
PADURAKSA: Jurnal Teknik Sipil Universitas Warmadewa Vol. 10 No. 1 (2021)
Publisher : Program Studi Teknik Sipil, Fakultas Teknik dan Perencanaan, Universitas Warmadewa

Traffic congestion on the road towards Nusa Dua at the DewaRuci intersection is caused by several main factors, including Side Obstacles, U-turn and Braided. In analyzing the performance of roads in this study using the Manual of Indonesian Road Capacity 1997, while to obtain a model of the relationship between traffic volume and the factors that influence it using regression analysis. The regression analysis was carried out using the help of a computer program, namely the Static Package for the Social Sciences version 26. The results showed that the highest traffic volume occurred during the peak hours of the day at 4575.85 pcu/hour, capacity 5076 pcu/hour so that the value of the degree of saturation is 0.90 and the level of service at level E. The results of the analysis obtained are in the form of multiple linear regression equations, with the model of the relationship between traffic volume and the factors that influence it shown by the equation Y=886.203+0.190X1+2.360X2+0.570X3.

ANALISA PERBANDINGAN HASIL PENGUJIAN LABORATORIUM DAN SIMULASI PADA BALOK BETON BERTULANG Sudarno P Tampubolon
PADURAKSA: Jurnal Teknik Sipil Universitas Warmadewa Vol. 10 No. 1 (2021)
Publisher : Program Studi Teknik Sipil, Fakultas Teknik dan Perencanaan, Universitas Warmadewa

A reinforcement concrete beam behavior is substantial to design structure. Some failures can found in the beam because the beam reinforcement structure does not install like procedure design, this problem made failure for the structure. Knowing the behavior of the beam structure resulting from the load is necessary, as it can help to predict the strength of the structural beam and comfort of the structure being worked on. To find out and predict the strength and comfort of the structure reinforced concrete beam as a result of the load received is the experimental test and simulation. The simulation VecTor2 was used to predict the shear force, crack, and displacement of the reinforced concrete beam when applied to the displacement load. This simulation considered the effect of the bond stress-slip effects of behavior reinforced concrete. Bonds stress-slip (0.139) gives a substantial influence on the strength and hysteretic response of the reinforced concrete beam. That is why this study considers the effect of the bond stress-slip on reinforced concrete. The results of the experiment test and simulations performed, the ratio of load capacity ranges from 1.00-1.095, and the crack pattern forms an angle of 45. All the results of simulation VecTor2 using the bond stress-slip effect would be compared with the result of the experimental test to see the behavior and accuracy of the simulation test.

ANALISA BIAYA PEMANFAATAN FLY ASH SEBAGAI MATERIAL DASAR BETON SELF COMPACTING GEOPOLYMER Chichilya S. P. Sondakh; Stevanny Gumalang; Mickson Pinori
PADURAKSA: Jurnal Teknik Sipil Universitas Warmadewa Vol. 10 No. 1 (2021)
Publisher : Program Studi Teknik Sipil, Fakultas Teknik dan Perencanaan, Universitas Warmadewa

The vibratory compaction process to obtain high-quality concrete has difficulties when faced with complex structural models. In the last few decades, research and development of self-compacting concrete (SCC) has been carried out. The application of SCC in Indonesia is still limited because the manufacturing costs are quite high. The composition of cement in SCC is more than conventional concrete, which means it causes higher air pollution. The amount of cement production is directly proportional to the amount of CO2 released into the atmosphere, so the world cement industry makes a major contribution to global greenhouse gas emissions. Several studies have begun to innovate combining SCC and overall cement replacement technology with a pozzolanic material that has cement-like characteristics. One of the alternative materials to replace Portland cement is fly ash, which is a waste material from burning coal in the PLTU. For fly ash to bind like cement, an activator is needed. The mixture of fly ash and activator is known as geopolymer paste, so the combination of these two concrete technologies is called geopolymer self-compacting concrete with fly ash as a base material. In Indonesia, geopolymer self-compacting concrete is still limited in the mix design testing phase, so the authors are interested in knowing the economic review of this type of concrete, and intend to analyze the cost of production of this geopolymer self-compacting concrete using local materials, fly ash from PLTU II Amurang, North Sulawesi Province. The study began with an examination of local materials in North Sulawesi for a concrete mix design. Followed by conducting experimental testing to get the characteristics of fresh concrete and the compressive strength of the concrete. Furthermore, analysis of production costs based on mix-design for 1 m3 of concrete. The workability test of the fresh geopolymer self-compacting concrete with fly ash as a base material through the slump flow method, V-funnel test, and L-Box Shaped test shows that it qualifies the SCC requirements and also produces K-250 quality of concrete. Geopolymer concrete combined with SCC concrete, which has a relatively high cost, results in high production costs of Geopolymer Self Compacting Concrete.

PERENCANAAN BANGUNAN JETTY DARI BAHAN BRONJONG DI MUARA SUNGAI SUNGGA PANTAI JASRI KABUPATEN KARANGASEM Putu Gede Panji Oka Chandra; Cok Agung Yujana; I Ketut Yasa Bagiarta
PADURAKSA: Jurnal Teknik Sipil Universitas Warmadewa Vol. 10 No. 1 (2021)
Publisher : Program Studi Teknik Sipil, Fakultas Teknik dan Perencanaan, Universitas Warmadewa

Pantai Jasri telah memiliki bangunan pantai berupa revetment yang juga berfungsi untuk menahan terjadinya limpasan gelombang. Pasang surut dan debit sungai di muara Sungai Sungga Pantai Jasri berpengaruh terhadap penyebaran sedimen yang melayang dikolom air dan saat tertentu dapat mengendap di dasar perairan. Dengan demikian, perencanaan jetty pada mulut muara bertujuan untuk menahan sedimen sejajar pantai yang terdorong oleh gelombang, masuk ke muara dan kemudian mengendap yang dapat menyebabkan terjadinya banjir di mulut muara. Berdasarkan analisis perencanaan bangunan jetty di muara Sungai Sungga dengan menggunakan material bronjong diperoleh: tinggi bangunan jetty (Eljetty) = 3 m, berat batu lapis pertama (W1) = 2.486 ton, berat batu lapis kedua (W2) = 0.2486 ton, lebar puncak (B) = 2.434 m, tebal lapis pertama (t1) = 2.434 m, tebal lapis kedua (t2) = 1.129 m, tebal pelindung kaki (ttoe) = 1.781 m, lebar pelindung kaki (Btoe) = 2.166 m, berat batu pelindung kaki (Wtoe) = 0.148 ton, dan perkiraan biaya pembangunannya sebesar Rp.4,106,578,000.00.

KAJIAN RESIKO GEMPA DENGAN PENDEKATAN METODE RAPID VISUAL SCREENING (RVS) FEMA 154 DAN 3D RESPONSE SPEKTRUM TERHADAP GEDUNG UNIVERSITAS WIJAYAKUSUMA PURWOKERTO Novi Andhi Setyo Purwono; Iwan Rustendi; Roesly Sakban; Ajeng Purba Kencana
PADURAKSA: Jurnal Teknik Sipil Universitas Warmadewa Vol. 10 No. 2 (2021)
Publisher : Program Studi Teknik Sipil, Fakultas Teknik dan Perencanaan, Universitas Warmadewa

An earthquake is one that occurs as a result of a sudden shift in the soil layer below the earth's surface. Purwokerto as the city of Banyumas Regency is a city that is currently trying to develop as well as other big cities in Indonesia. The lecture building is a public service facility in terms of education for the community As the lecture building must be able to provide feasibility and comfort so that activities inside and outside the lecture building become comfortable. This aims of the reasearch to assess the vulnerability of several buildings at Wijayakusuma University to earthquakes. To find out the feasibility of the building, the analysis approach was carried out using the RVS method contained in FEMA 154, besides that the load calculation was carried out using SAP 2000 modeling with the 3D Response Spectrum method. The results showed that the multi-storey buildings at the University of Wijayakusuma Purwokerto were safe against earthquakes when assessed by the RVS method, whereas when assessed by the 3D response spectrum method in accordance with SNI 1726-2019 these buildings were less safe for fundamental natural vibration times, but for the third loading the building is safe.

ANALISIS HUBUNGAN GEOMETRIK JALAN TERHADAP KESELAMATAN JALAN BYPASS MOJOKERTO KM SBY 51-63 Al’Adilah; Akhmad Hasanuddin; Willy Kriswardhana
PADURAKSA: Jurnal Teknik Sipil Universitas Warmadewa Vol. 10 No. 2 (2021)
Publisher : Program Studi Teknik Sipil, Fakultas Teknik dan Perencanaan, Universitas Warmadewa

Bypass Mojokerto is main route of transportation between cities and provinces used to divert areas with high density activities. Based on data from Satlantas Mojokerto, traffic accidents throughout 2019 contained 436 accident cases with 57 people died. The causative factor for traffic accidents is geometric conditions of road that unsuitable with standard design Bina Marga in 1997. Therefore needed to analyze the geometric relationship between roads and road safety on section of Bypass Mojokerto KM Sby 51 – KM Sby 63. The research data used road geometric including radius of the curve, degree of curvature, and superelevation as well as the safety element data including value of the Equivalent Accident Number (EAN), accident number, and accident rate. Field survey was conducted to determine location of bend in KM. Then data processing uses googlemaps and google earth. Meanwhile, safety element data was obtained from Mojokerto Police. Geometric road data obtained were processed using Autocad and calculations were using excel. In this researh, the analysis used to analyze effect of relationship is the statistical test method of linear, multiple, and polynomial regression analysis using excel. The results of three analyzes were compared in order to obtain the percentage value that had the greatest influence on traffic safety. Based on research results, road geometric can have the best affect on road safety are superelevation, degree of curvature and slope with R2 each values of 39.34%; 49.94%; 35.65%. The results of superelevation analysis of road safety using polynomial regression analysis with a value of R2 = 0.393 and Y = -46518X2 + 4716.3X - 100.92. Meanwhile, the results of degree of curvature on road safety using polynomial regression analysis has a value of R2 = 0.499 and Y = 0.0002X2 - 0.0123X + 0.2412. In addition, the results of road safety slope analysis used polynomial regression analysis has a value of R2 = 0.356 and Y = 6.1457X2 - 9.3246X + 6.4163.

ANALISIS KELAYAKAN EKONOMI PADA PEMBANGUNAN PERKANTORAN TOWER POROS MARITIM SURABAYA Eka Nurus Sakinah; I Nyoman Dita Pahang Putra; Anna Rumintang
PADURAKSA: Jurnal Teknik Sipil Universitas Warmadewa Vol. 10 No. 2 (2021)
Publisher : Program Studi Teknik Sipil, Fakultas Teknik dan Perencanaan, Universitas Warmadewa

The increasing population and business development in Surabaya have made large companies need space for their employees. Assessing the characteristic of a development project must conduct a feasibility study. One of the feasibility studies conducted is to conduct an economic feasibility analysis. This analysis is carried out to ensure that the project is feasible from an economic aspect. The purpose of this study is to determine how much the benefits and costs are obtained and the extent of its economic feasibility. The project that will be examined in this final project is the Surabaya Maritime Tower Poros office. Then the feasibility of this office development project is based on the calculation of the Benefit-Cost Ratio (BCR), Net Present Value (NPV), Internal Rate of Return (IRR), and Return on Investment (ROI). The results of this economic feasibility analysis obtained a positive NPV value of IDR.32,995,643,307.00, IRR value of 12.08%, ROI of 15.76% and BCR 3.2. Then the return on investment is calculated using an annual cash flow with a variable amount of 2 years 10 months and 8 days.

PERENCANAAN SISTEM PLAMBING DAN HIDRAN KEBAKARAN PADA PROYEK PEMBANGUNAN HOTEL PESONA ALAM Ivana Patricia Lilipaly; Ririn Endah Badriani; Yeny Dhokhikah
PADURAKSA: Jurnal Teknik Sipil Universitas Warmadewa Vol. 10 No. 2 (2021)
Publisher : Program Studi Teknik Sipil, Fakultas Teknik dan Perencanaan, Universitas Warmadewa

Pesona Alam Hotel is one of the hotels located in the Cisarua area, Bogor. An adequate plumbing system and fire hydrant system planning are needed to support the Comfort and safety of hotel visitor activities. The Plumbing Tool Load Unit Method is used in determining the dimensions of both clean and wastewater. Isometric depiction of piping networks and determining the diameter of clean water pipes is assisted by Pipe Flow Expert software. Based on the calculation, it is found that the need for clean water per day at Pesona Alam Hotel is 230 m3/day with the required diameter of clean water pipes of 0.5", 0.75", 1", 1.25", and 2". The estimated wastewater produced is 207 m3/day with a diameter of 1.25", 1.5", 2", 2.5", 3" and 4" wastewater. Whereas for the fire hydrant system, 3 types of fire hydrants are used, namely the pillar hydrant, fire hose reel, and sprinkler. The need for clean water for fire fighting is 270 m3.

RISIKO K3 PADA PELAKSANAAN KONSTRUKSI BANGUNAN GEDUNG SWASTA Ni Kadek Sri Ebtha Yuni; I Nyoman Suardika; I Wayan Sudiasa
PADURAKSA: Jurnal Teknik Sipil Universitas Warmadewa Vol. 10 No. 2 (2021)
Publisher : Program Studi Teknik Sipil, Fakultas Teknik dan Perencanaan, Universitas Warmadewa

Project risks sourced from the environment, planning, financial, technical, humane, criminal, and safety. The purpose of this study to identify the safety and health risks of building construction on structural and architectural work, determine the value of risk based on the results of identification, determine risk control based on the hierarchy of risk control. This research was conducted on a private construction project on structural and architectural work. The method used is interviews and surveys. Surveys were conducted to obtain risk identification, and interviews to respondents. There were 28 identified risks, 11 risks were in the mild category and 17 were moderate risks. This risks are controlled by tool box meetings, managing work positions, placement of materials and tools, installing signs, work permits, using helmets, shoes, safety belts, gloves, and masks.

Page 13 of 29 | Total Record : 283

11 12 13 14 15

Filter by Year

2014 2024

Filter By Issues

All Issue Vol. 13 No. 1 (2024) Vol. 12 No. 2 (2023) Vol. 12 No. 1 (2023) Vol. 11 No. 2 (2022) Vol. 11 No. 1 (2022) Vol. 10 No. 2 (2021) Vol. 10 No. 1 (2021) Vol. 9 No. 2 (2020) Vol. 9 No. 1 (2020) Vol. 8 No. 2 (2019) Vol. 8 No. 1 (2019) Vol. 7 No. 2 (2018) Vol. 7 No. 1 (2018) Vol. 6 No. 2 (2017) Vol. 6 No. 1 (2017) Vol. 5 No. 2 (2016) Vol. 5 No. 1 (2016) Vol. 4 No. 2 (2015) Vol. 4 No. 1 (2015) Vol. 3 No. 2 (2014) Vol. 3 No. 1 (2014) 244-249 235-243 228-234 218-227 217-224 211-216 204-210 203-217 199-203 195-202 187-198 186-194 179-185 177-186 172-178 167-176 166-173 166-171 160-165 159-166 153-159 152-165 148-158 142-151 138-147 137-152 134-141 131-137 127-136 121-126 120-133 120-130 114-120 112-119 111-119 106-113 105-111 97-110 97-105 97-104 89-96 87-96 85-96 81-88 76-86 76-84 74-80 69-75 66-75 64-73 60-68 54-63 53-65 48-53 46-59 44-52 41-47 36-43 36-40 35-45 30-35 26-35 21-34 21-29 18-25 14-20 11-17 10-20 8-13 1-10 1-9 1-7 More Issue

Home Page

OAI Link

Editorial Team

Contact

Reviewer

Google Scholar

Contact Name
Putu Aryastana

Contact Email
aryastanaputu@warmadewa.ac.id

Phone
+6281222788222

Journal Mail Official
paduraksa.sipil@gmail.com

Editorial Address
Jl. Terompong 24 Tanjung Bungkak Denpasar Bali, Indonesia

Location
Kota denpasar,

Bali

INDONESIA

Abstract

Abstract

Abstract

Abstract

Abstract

Abstract

Abstract

Abstract

Abstract

Abstract

Home Page

OAI Link

Editorial Team

Contact

Reviewer

Google Scholar

Contact Name Putu Aryastana

Contact Email aryastanaputu@warmadewa.ac.id

Phone +6281222788222

Journal Mail Official paduraksa.sipil@gmail.com

Editorial Address Jl. Terompong 24 Tanjung Bungkak Denpasar Bali, Indonesia

Location Kota denpasar, Bali INDONESIA

Abstract

Abstract

Abstract

Abstract

Abstract

Abstract

Abstract

Abstract

Abstract

Abstract

Contact Name
Putu Aryastana

Contact Email
aryastanaputu@warmadewa.ac.id

Phone
+6281222788222

Journal Mail Official
paduraksa.sipil@gmail.com

Editorial Address
Jl. Terompong 24 Tanjung Bungkak Denpasar Bali, Indonesia

Location
Kota denpasar,

Bali

INDONESIA