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Proceeding of World Conference
Published by Universitas Narotama Surabaya
ISSN : -     EISSN : 26561174     DOI : -
Core Subject : Economy, Health, Education, Engineering,
Economics, Econometrics & Finance Education Engineering Mathematics Medicine & Pharmacology
Proceeding of World Conference, is Publication of conference articles in the field of multidisciplinary sciences published by the World conference; aims to make it easier for readers and writers to access articles during time and make it easier to download and distribute.
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Articles 7 Documents
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Search results for , issue "Vol. 4 No. 4 (2022): July 2022" : 7 Documents clear
Effect of Using Roof Clay and Charcoal Ash as a Substitution of Coarse Aggregate and Cement in a Concrete Compressive Strength Agung Sumarno; Dyah Robbiana Zulfa; Syafwandi; Agyanata Tua Munthe
Journal of World Conference (JWC) Vol. 4 No. 4 (2022): July 2022
Publisher : NAROTAMA UNIVERSITY, Indonesia

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Abstract

Infrastructure and technology development in the construction sector are rapidly evolving, particularly in Indonesia. Because practically every construction building is built of concrete, this supports the increased use of natural materials as raw materials for creating concrete to keep up with the world's rapid development. As a result, new technologies are required to limit the use of substitute elements in concrete mixtures while also minimizing environmental damage. The researchers used clay tile waste and charcoal ash as a substitute for coarse aggregate and cement in the concrete mix in this final project. This study uses an experimental approach with a total of 36 samples of cylindrical samples with a size of 10cm x 20cm, a substitution variation of 20%, 25% of total coarse aggregate, and charcoal ash 5% of total cement weight. On days 3, 7, 14, and 28, the test object will be slumped to see how workable it is and how strong it is. According to the findings, the higher the percentage in the concrete mixture, the lower the slump value, and the compressive strength test results. The highest is the 25% GTL substitution variation. At the age of 28, 5% AA equals 27.3 MPa. The results of testing the compressive strength of concrete with the substitution of tile waste reached the quality of K-225.
Prefabricated and Prestressed Bio-Concrete Piles: Case Study in North Jakarta Mohammed Mustafa Hussein AL-Amrani; Muhammed Ikhsan Setiawan; Adi Prawito
Journal of World Conference (JWC) Vol. 4 No. 4 (2022): July 2022
Publisher : NAROTAMA UNIVERSITY, Indonesia

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Abstract

In this research, we will talk about Prefabricated and Prestressed Concrete piles in general and their types, what they are manufactured and developed over the years and how much they cost according to international standards and their usefulness in overcoming soil problems and pre-construction problems, then we will talk specifically about Prefabricated and Prestressed Bio-Concrete piles and the difference between them and ordinary piles. The research will also present the opinions of people who have delved into and discussed this topic and the opinions of all engineers, economists and specialists in general. In the end, this research will conclude with a complete and simplified summary of Prefabricated and Prestressed Bio- Concrete piles and all the information related to them in foundation engineering and other points that the engineer or specialist has not encountered before.
Level of Success Practice of Occupational Safety Risk Management in Implementation of the Suramadu Bridge Inspection and Planning Project Moch Rica; Ronny Durrotun Nasihien
Journal of World Conference (JWC) Vol. 4 No. 4 (2022): July 2022
Publisher : NAROTAMA UNIVERSITY, Indonesia

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Abstract

The Suramadu Bridge Inspection and Planning Project is a construction management consulting project with a high risk of work in planning. In response, a study was conducted that aims to measure the success of the implementation of construction safety management to identify weaknesses in operational performance on the Suramadu Bridge Inspection and Planning project. This study uses an interview method through a questionnaire sheet to the stakeholders involved based on the Regulation of the Minister of Public Works and Public Housing Number 10 of 2021. The data obtained is then processed using SPSS software with a scoring method. Based on the results obtained in this study, it can conclude that the successful implementation of the Construction Safety Management System (SMKK) in the Implementation of the Suramadu Bridge Inspection and Planning Project reached a value of 83.73%, with the level of achievement classified in the Good category. In contrast, the dominant factor influencing the implementation of SMKK is construction safety planning which has the highest level of achievement of 86.88%. However, what needs more attention is the evaluation of construction safety performance with an achievement rate of 80.00%.
Development of Public Transport Shelter Integrated with Samsat Drive Thru Sidoarjo Soni Wahyudi; Adhi Muhtadi
Journal of World Conference (JWC) Vol. 4 No. 4 (2022): July 2022
Publisher : NAROTAMA UNIVERSITY, Indonesia

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Abstract

The Sidoarjo Transportation Licensing Service Unit (UPPA) office building is located on Jalan Raya Pagerwaja, Ds Gelam, Kec. Temple, Kab. Sidoarjo, East Java, has been used by the local district government as a Samsat Drive Thru since 2021, where people can pay vehicle taxes from motorbikes or cars. Dishub will also develop a public transport shelter. especially those through the UPPA Building such as Angkot / MPU, Inter-City In- Province Transport (AKDP), and the planned Bus Rapid Transit which will operate in 2022. The method of calculating shelter needs used in this preparation uses the Single Channel - Single Phase & Multi Channel - Single Phase formula so that the final result of this study is the number of needs for each vehicle that carries out activities in the area. From the calculations that have been obtained from this study, the results obtained for vehicles; 1. The motorbike shows that the service level is optimal where there is one facility and one service stage using the Single Channel – Single Phase formula, 2. The car shows that the service level is optimal where there is one facility and one service stage using the Single Chanel formula – Single Phase, 3. City In-Province Transportation (AKDP) & Angkot / MPU based on calculations and data analysis showing shelter needs, namely 3 channels using the Multi Chanel - Single Phase formula, 4. Bus Rapid Transit (BRT) MPU based on calculations and data analysis shows the need for shelter, namely 2 channels using the Multi Channel - Single Phase formula.
The Impact of Resin as a Substitute for Cement (Polymer) and Ceramic as a Substitution of Fine Aggregate in High-Quality Concrete Griff Greucenzky; Agung Sumarno; Syafwandi; Agyanata Munthe
Journal of World Conference (JWC) Vol. 4 No. 4 (2022): July 2022
Publisher : NAROTAMA UNIVERSITY, Indonesia

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Abstract

Infrastructure is the entire structure and basic facilities needed by the community to support various community activities in daily life. The infrastructure consists of technical facilities, physical, systems, hardware, and software needed to provide services to the community and support the network structure so that the economic and social growth of the community can run well. Concrete is a material that is formed from mining products, therefore concrete has an impact on the environment. The research method used is an experiment using SNI 7656;2012 as a reference. This test was carried out by making 27 concrete samples measuring 15 x 30 cm, 9 samples of polymer concrete with 15% ceramic variation, 9 polymer concrete with 17% ceramic variation, and 9 conventional concrete as comparisons. Polymer concrete has a compressive strength of 31.53 MPa for the 15% ceramic variation and has the highest compressive strength of 32.22 MPa for the 17% variation. The compressive strength of polymer concrete with a variation of 15% is 5.69% stronger than normal concrete, while polymer concrete with a variation 17% is 11.36% higher than normal concrete.
Comparative Analysis of Carrying Capacity of Mini Pile Foundation and Well Case Study of Oil Palm Factory Development, Central Kalimantan Province Syafwandi Syafwandi; Rhenake Yovica; Agyanata Tua Munthe; Agung Sumarno; Aldo Wirastana Adinegara
Journal of World Conference (JWC) Vol. 4 No. 4 (2022): July 2022
Publisher : NAROTAMA UNIVERSITY, Indonesia

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Abstract

Bearing capacity is an aspect that is considered and considered before determining the type of foundation to be used in a building. The Palm Oil Mill Development Project in Central Kalimantan Province has a sand type of subgrade with a dense consistency. The Planning Consultant plans the type of Spun Pile Foundation in Zone C of Kernel Warehouse and Bakil Warehouse Buildings. The method used in the calculation uses Data Analysis of the CPT Test (Soil Test) and Hand boring. In Zone C Test Soil Test used is Soil Test 4 (S4) and Soil Test 5 (S5), for Hand boring using Hand boring 2 (HB-2). Calculation Analysis Using the Meyerhof formula to get the ultimate bearing capacity, lateral and axial bearing capacity. Based on the Calculation Analysis, the Ultimate Mini Pile Foundation Bearing Capacity is 20x20 87.20 tons in the Soil Test 4 area and 101.18 tons in the Soil Test 5 area. For the 20cm diameter well foundation, the calculation results are 68.45 tons in the Soil Test 4 area and 79.42 tons in the Soil Test 5 area. The calculation of the lateral permit load is obtained in the Soil Test 4 area for Mini Pile 20x20 2.23 tons and the Well Foundation 2.23 does not meet the requirements because it is less than the permit workload working in Zone C, which is 2.72 tons. Soil Test 5’s calculation meets the requirements with higher yields than the load working in the area, namely for Mini Pile Foundations 20x20 3.12 tons and Wells Foundations 3.12 tons.
Analysis of Calculation of Dimensions of Irrigation Channels in Bondoyudo Irrigation Areas Otong Kuncoro; F.Rooslan Edy Santosa
Journal of World Conference (JWC) Vol. 4 No. 4 (2022): July 2022
Publisher : NAROTAMA UNIVERSITY, Indonesia

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Abstract

The Bondoyudo Irrigation Area, which is located in Lumajang Regency and Jember Regency, is one of the irrigation systems that has great potential to be developed to improve the living standards of rural communities, especially those who use water for agriculture. And it is also e xpected to support government programs in the context of the continuity of the food security program in Indonesia. So it is necessary to analyze the dimensions of the irrigation canals of the Bondoyudo Irrigation Area, in order to determine the ideal irrigation channel design and in accordance with the planned discharge, so as to create an irrigation channel that can work optimally. Rainfall data in the form of daily rainfall data recorded at rain stations that are within the coverage of irrigation areas: Umbul Station, Sumber Pandan Station, Kedung Jajang Station, Mount Ringgit Station. Meanwhile, Climatological Data in the form of data on duration of sunlight, humidity, average air temperature, and wind speed were collected from the Agroclimatology Station of PG Semboro. From the calculation of effective rainfall for the largest rice plant, namely 1.99 mm/day while for secondary crops it is 1.42 mm/day, and several alternative results of irrigation water needs, there is the smallest maximum water requirement value of 2.16 lt/sec. /ha which occurred in November. Meanwhile, from the calculation of the dimensions of the Bondoyudo primary channel, the design discharge is 21.68 wet circumference 50 m, cross - sectional area 144 m2, hydraulic radius 2.88 m, flow velocity is 0.0288 and flow rate based on the Strickler formula is 3.121 m3/s with a trapezoidal cross-sectional shape. the water level from the bottom of the primary channel is 2 m, the width of the channel bottom is 15 m with a slope of 1:1 and a guard height of 0.40 m.

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