bluuebunny/crossref_metadata_2025_split huggingface dataset:
Building the Competitive Advantage MSMEs in the Digital Era: The Role of Digital Ecosystem and Pentahelix Synergy
Authors: Mulyaningtyas Mulyaningtyas , Wardana Ditya 
Published: December 2024

This study investigates not only the impact of the digital ecosystem and pentahelix synergy on Malang City MSMEs' income, but also how it affects their sustainability. The study's purpose is to investigate the impact of pentahelix synergy and the digital ecosystem on competitive advantage, which is moderated by sales growth. 74 MSMEs were randomly selected as samples for the descriptive quantitative research, which focuses on MSMEs in Malang City that are more than five years old. The data was obtained via a questionnaire, and the assessment weight was established using a linkert scale. Data analysis employs validity tests, normality tests, and moderating variable regression. The findings revealed that the digital ecosystem and the three pentahelix characteristics, which are influenced by sales growth, had no discernible impact on MSMEs' competitiveness. The originality of study in which pentahelix synergy also engages the digital ecosystem in establishing MSMEs' competitive advantage, implies that MSMEs and pentahelix elements should understand the relevance of incorporating the digital ecosystem in achieving competitive advantage.
IMPLEMENTASI SEMA NO.1 TAHUN 2022 PLENO KAMAR AGAMA TENTANG PERKAWINAN DALAM MENGURANGI TINGGINYA ANGKA PERCERAIAN (STUDI KASUS DI PENGADILAN AGAMA MATARAM KELAS 1A)
Authors: Hammad Farobi Syahuda  , Darmini  
Published: December 2024

Dalam undang-undang perkawinan No.1 tahun 1974 perkawinan adalah ikatan lahir batin antara seorang pria dan seorang wanita sebagai suami istri dengan tujuan membentuk keluarga yang bahagia dan kekal berdasarkan ketuhanan Yang Maha Esa dengan demikian undang-undang ini menganut asas mempersukar terjadinya perceraian. Namun angka perceraian di Indonesia masih terbilang tinggi yang didominasi alasan perselisihan terus menerus. Mahkamah Agung yang berwenang sebagai pengawas peradilan di bawahnya mengeluarkan Surat Edaran Mahkamah Agung (SEMA) No.1 Tahun 2022 Tentang Pemberlakuan Rumusan Hasil Rapat Pleno Kamar Mahkamah Agung Tahun 2022 Sebagai Pedoman Pelaksanaan Tugas Bagi Pengadilan. Penelitian ini bertujuan untuk mengetahui implementasi SEMA No.1 Tahun 2022 kamar agama hukum perkawinan poin b serta mengetahui faktor pendukung dan penghambat dalam implementasinya. Penelitian ini menggunakan metode penelitian kualitatif dengan pendekatan deskriptif. Hasil penelitian ini menunjukkan Implementasi SEMA No.1 Tahun 2022 kamar agama hukum perkawinan poin b efektif dalam mempersukar terjadinya perceraian dengan alasan perselisihan terus menerus saja, dan tidak efektif menurunkan angka perceraian, meskipun angka perceraian turun dibandingkan tahun sebelumnya, namun meningkatnya perceraian dengan alasan perselisihan terus menerus adalah indikator menurunnya angka perceraian bukan karena kebijakan SEMA No.1 Tahun 2022 dalam kamar agama hukum perkawinan huruf b . Faktor pendukung dalam implementasi adalah :1).Isi Kebijakan yang jelas dan dimengerti oleh pelaksana kebijakan; 2). Terlibatnya lini PTSP dan POSBAKUM; 3).Para hakim dan pegawai lini PTSP dan POSBAKUM bersama-sama menaati sesuai porsi tugas mereka;4).Penggugat mematuhi nasihat PTSP agar lebih baik tidak mendaftarkan perkara yang belum memenuhi persyaratan berdasarkan SEMA No.1 Tahun 2022, faktor penghambatnya adalah 1). Penggugat enggan mendengarkan nasihat PTSP dan tidak jujur terkait jangka waktu pisah rumah. 2). SEMA No.1 Tahun 2022 kamar hukum agama tentang perkawinan huruf b terbatas hanya mengatur perceraian dengan alasan perselisihan terus menerus tidak bisa memperketat perceraian dengan alasan lain.
Analysis of the Relationship Between Learning Styles and the Level of Critical Thinking Skills of Learners on Global Warming Material in High School
Authors: Aji Dwi Purnomo , Akhsan Hamdi , Marlina Leni , Wiyono Ketang , Kistiono Kistiono 
Published: December 2024

This study aims to determine the relationship between learning styles and the level of thinking skills of students on global warming material in high school. The research method used in this research is descriptive qualitative, involving research subjects as many as 69 students of class X phase E independent curriculum who are available and willing to be studied. The data were analyzed using Cramer's correlation coefficient, PHI correlation coefficient, lambda correlation coefficient, and TAU-B and TAU-C correlation coefficients. The results of the analysis are the Chi-Square count of the Cramer correlation coefficient, which is (14.399) > Chi-Square table (5.591), the Chi-Square count of the PHI correlation coefficient is (6.534) > Chi-Square table (3.841), the Chi-Square result of the lambda correlation coefficient is (38.687) > Chi-Square table (9.448), and the Chi-Square result of the TAU-B and TAU-C correlation coefficient is (33.051) > Chi-Square table (9.448). This means there is a significant correlation between students' learning styles and critical thinking skills on global warming material in high school, and the correlation coefficient still shows a reasonably strong interpretation. Students who have auditory and visual learning styles tend to have a higher level of critical thinking skills than students who have kinesthetic learning styles. This shows that there is a reasonably strong relationship between learning styles and critical thinking skills of students on global warming material in high school.
THE RISK ANALYSIS OF OCCUPATIONAL HEALTH AND SAFETY ON THE GIRDER RUKAM HILIR BRIDGE CONSTRUCTION PROJECT
Authors: Azmi Annisa Aulia , Kartadipura Retna Hapsari 
Published: December 2024

The Minister of Manpower Ida Fauziyah said that referring to BPJS Employment data in 2019; there were 114,000 work accident cases in 2020, an increase in January to October 2020 range; BPJS Ketenagakerjaan recorded 177,000 work accident cases. Shortly, there have been several cases of accidents on the bridge, one of which is the HKSN Banjarmasin Bridge in September 2020. An Occupational Health and Safety (OHS) risk analysis was carried out on this bridge work because the bridge work was more complicated and technical.The method used to control K3 is Hazard Identification Risk Assessment and Risk Control (HIRARC), collecting data obtained by questionnaires in which risk variable data, then analyzing the causes of risk using the Fault Tree Analysis (FTA) method and responds to these risks. Nine people were determined to be the respondents in this study by a mixed method of purposive and snowball methods. In the conclusion of this study, there are 69 risk variables, where after a risk assessment using the HIRARC method, four risks are classified as high and extreme.Some actions can make appropriate control efforts. Examples are periodic monitoring and evaluation, providing rewards and punishments to increase safety awareness among workers, including PPE on the BOQ, safety talk once a week, toolbox meeting before work, providing first aid kits in the field, and making warning signs and making work method. Keywords: risk, OHS, HIRARC, control efforts
ANALYSIS OF THE CHARACTERISTICS AND REQUIREMENT OF PARKING AREAS AT KUBAH DATU KALAMPAYAN TERMINAL ASTAMBUL DISTRICT, SOUTH KALIMANTAN
Authors: Astika Nor , Arsyad Muhammad 
Published: December 2024

Kubah Datu Kalampayan is a place where there is a tomb of a famous cleric in the South Kalimantan area, namely Sheikh Muhammad Arsyad Al Banjari. Therefore, many pilgrims come to this dome for pilgrimage. Due to the high level of community visits and the use of parking facilities, this causes a lot of movement of visitors who come. The increase in tourist visits requires the availability of parking spaces that suit their needs. This research aims to midentifying parking characteristics and knows the need for parking spaces, as well as analyze the conditions and the right parking space service system (forecasting) for parking spaces at the Dome Datu Kalampayan Terminal. As the object of study, the survey was carried out for four days, and the observation time was 5 hours a day. This research shows characteristics. The capacity of the parking area requirement at the Dome Datu Kalampayan Terminal in 2022 is still safe, but on weekends and important days such as haul warnings and after Eid will soar, and the parking capacity provided cannot accommodate the number of visitor vehicles that come. The highest level of parking requirement for 2 (two) wheeled vehicle users is 35.7 spaces, the highest 4 (four) wheeled vehicle is 61.308 spaces, and for buses, the highest is 15.79 spaces. Forecasting parking index value for visitors who come in 2025 for 2 (two) wheels reaches 249.57%, for 4 (four) wheels 116.62%, and buses 115.14%. Keywords: Parking space requirement
EVALUATION OF FACTORS CAUSING DELAYS IN ROAD RECONSTRUCTION PROJECTS AND PLANNING COST AND TIME CONTROL (Case Study Of Reconstruction Project / Capacity Building Of Road Structures: Cabi-Bumi Rata R.074 Dak Regular Simpang Empat District, Banjar Regency)
Authors: Yuana Yoga Langgeng , Wardhana Henry 
Published: December 2024

The implementation of the Reconstruction project/Capacity Building of Road Structures: Cabi-Bumi Rata R.074 DAK Regular Simpang Empat District, Banjar Regency in the process of its work has the potential to experience delays. As a result, there will be an increase in costs due to late fees so that time control is needed so that the project is not late with minimal costs. This study was conducted to determine the time of delay and the cause of delay in the project by conducting an interview so that project time control can be carried out. Furthermore, the results of the interview were analyzed with the Precedence Diagram Method (PDM) whether the late work passed the critical path. Once it is known that the work is late passing the critical path in the 8th week then calculates the residual volume and duration of the remainder then put into the PDM at week 8. From the duration of the remainder is known the duration of the delay and can calculate the cost of the fine. Adding overtime and work shifts was chosen as an alternative to completing delays because with 4-hour overtime the work is still late and continued by calculating daily productivity, productivity after a crash, duration of crashes and cost increase from the two alternatives, the minimum cost of each job was chosen to obtain a duration that matches the duration of the plan with minimal costs. The results of the research that has been carried out by the project have been delayed due to natural factors that cause the Matraman bridge to be cut off and result in mobilization, procurement of materials and equipment delayed in LPA and LPB work on critical lines. Based on the analysis using PDM in the 8th week, the project experienced a delay of 33 days so that the duration increased to 173 days from the 140-day plan duration with a fine of Rp 172,766,051. Efforts that can be made to overcome these delays are by combining adding overtime for 4 hours and adding work shifts. There is an increase in costs for each activity in line with the shortened duration of the delay. The total increase was IDR 121,137,087 and the total cost was IDR 5,356,471,979. With this analysis, the project can be completed on time with a duration of 140 days, the difference in the cost of fines with crashing is IDR 51,628,964 which can be used as a graph of the relationship between cost and time based on cost increase when accelerating. Keywords: Project Delay, PDM, Cost Comparison, and Time.
ANALYSIS OF THE SERVICE LEVEL OF THE AHMAD YANI STREET KM. 32.5 DUE TO SCHOOL SAFE ZONE (ZOSS) AT SDN 1 LOKTABAT UTARA
Authors: Anggraini Aulia Husna , Arsyad Muhammad 
Published: December 2024

One of the schools in Banjarbaru equipped with a School Safety Zone (ZOSS) is SDN 1 Loktabat Utara. Pick-up and public transportation activities that reduce school students at the Location of the School Safety Zone have caused a reduction in the volume of road sections, causing traffic congestion. The purpose of this study is to determine the level of service of road sections before and precisely in the School Safety Zone area and the influence of the Existence of a School Safe Zone at the location of SDN 1 Loktabat Utara on the traffic flow performance of Ahmad Yani Street Km 32,5. The research carried out was in the form of a traffic volume survey (LHR) and a vehicle speed survey to see the level of density on-road sections, as well as a side obstacle survey to see the magnitude of the influence of disturbances. The calculation uses conventional methods, and the best model relationship is obtained using the Greenshield model. From the calculation results, there was a significant decrease in the maximum volume of 31.77%, at the average speed there was a decrease of 5.01%, and the maximum density increased by 28.13%. From the results of the calculation of the Service Level Index during the Operating hours of the School Safe Zone, ITP D was obtained in the Conditions Before the School Safe Zone. As for the conditions in front of the School Safe Zone, ITP E. Keywords: School Safe Zone, Traffic Flow Performance Analysis, Service Level Index.
ANALYSIS OF THE EFFECT OF SIDE BARRIERS ON THE PERFORMANCE OF ROAD SECTIONS RIGHT IN FRONT OF THE SIMPLE MARKET ON JALAN SUTOYO S BANJARMASIN
Authors: Agustin Nella , Arsyad Muhammad 
Published: December 2024

Pasar sederhana is one of the traditional markets in Teluk Dalam and surrounding areas. Tradional market activity is enough to affect traffic performance on the Jalan Sutoyo S. The impact of this simple market activity is an increase in traffic density and a decrease in speed which will cause congestion to occur. The purpose of this research, among others, is to determine the effect of simple market activities on traffic flow on the Jalan Sutoyo S. The field surveys conducted in this study were in the form of looking for data on volume, speed, and side barriers. The survey was carried out under two different conditions, the after-market condition or no obstacles and right in front of the market, the presence of obstacles. the calculation method used using the conventional method and then the best relations model is obtained, the Greenshields model. From the calculation results, it can be derived from the maximum volume as much as 22.21%, the decrease in average speed as much as 10.54%, the decrease in density as much as 13.03%. For the itp DS calculation results are 0.96 with the itp value E. Keywords: Greenshield, Market Activities, Road Performance, Traffic Characteristics.
THE EFFECT OF BENTONITE LEVELS ON TIME REQUIRED RH VALUE IN EQUALITY
Authors: Rizal Muhammad , Arifin Yulian Firmana 
Published: December 2024

Negative pore water pressure is an indispensable indicator in unsaturated soil mechanics, so it has a very important function. Measurement suction becomes more important when dealing with bentonite which can be used in containment facilities and hazardous and radioactive waste remediation systems, or as an cover alternativemixing with respect to the time required to obtain equilibrium at the value of RH and temperature.There are 4 (four) combinations of material mixtures, namely the percentage of bentonite 5%, 10%, 15%, and 20% of the amount of claystone used. In mixing the samples, there were 2 mixing methods where the sample type A (claystone + water) + bentonite and simple type B (bentonite + water) + claystone with a dry density of 1.8 gr/cm3. The method used in this test is the capacitance relative humidity or the RH sensor.From the analysis, it is found that the value is influenced by factors ranging from water content where the time obtained is longer with increasing water content, the factor of bentonite where the less bentonite is given, the longer the time obtained. The measurement results are also used to predict the permeability of unsaturated soils. Keywords: Bentonite, Clay Stone, capacitance relative humidity, temperature
EVALUATION OF POTENTIAL UTILIZATION OF SEA SAND IN LONTAR VILLAGE, KOTABARU REGENCY AS FINE AGGREGATE IN CONCRETE
Authors: Taufik Muhammad , Nurwidayati Ratni 
Published: December 2024

Not all areas have sufficient resources for concrete needs. Coastal areas are areas that are difficult to obtain suitable sand for concrete needs. One of these coastal areas is Lontar Village, Kotabaru Regency, because of this, the people of Lontar Village, Kotabaru Regency, choose to use sea sand as a concrete material. The use of sea sand in Lontar Village, Kotabaru Regency is not subject to any treatment even though sea sand has a high salt content and uniform and fine grains, this can reduce the strength of the concrete. In this study, several treatments were carried out, namely no treatment, washing treatment and flush treatment, and using percentage variations of 0%, 30%, 50%, 70% and 100% sea sand. The parameters reviewed in this study were the compressive strength of concrete, split tensile strength of concrete and flexural strength of concrete.Concrete mix planning follows SNI 7626-2012. With untreated sea sand as a control, the sea sand treatment was followed by washing and flushing to reduce the salt content in the sea sand. Using several percentages of sea sand to add variety to the grain of sea sand. The treatment method used is fresh water immersion. The sample used was a mortar mixture in the form of a cube of 5 cm x 5 cm x 5 cm, and a concrete mixture in the form of a cylinder of 15 cm x 30 cm and a beam of 50 cm x 10 cm x 10 cm.The results showed that the highest compressive strength of mortar was in 30% sea sand washing treatment with 29.71 MPa. The highest compressive strength of concrete is at 0% sea sand with 20.38 MPa. The highest split tensile strength of concrete is at 30% sea sand with 1.92 MPa. And the highest flexural strength of concrete is at 30% sea sand with a flexural force of 3.05 MPa. Keywords: Sea Sand, Compressive Strength, Split Tensile Strength, Flexural Strength.
ANALYSIS AND COMPARISON OF PILE BEARING CAPACITY BASED ON N-SPT, DYNAMIC METHOD, AND PILE DRIVING ANALYZER (PDA) IN MATARAMAN – SEI ULIN BRIDGE CONSTRUCTION PROJECT (MALI-MALI BRIDGE)
Authors: Alfazri Taufik , Hidayat Gawit 
Published: December 2024

Pile bearing capacity can be calculated using N-SPT and piling data. The dynamic formula which is often used for calculating the amount of pile capacity according to the general specifications of Bina Marga is the Hiley formula. The purpose of this study was to determine the bearing capacity of the pile based on the N-SPT data, the dynamic method in the form of the Hiley formula, and other formulations, along with their comparison to the results of the PDA test. The chosen research location was the Mataraman – Sei Ulin Bridge Construction Project (Mali-Mali Bridge). The calculation results for Hiley's formula show the average reduction factor was 74.71%, and SF = 1 to the PDA test results. From the analysis of calculations using N-SPT data using the Terzaghi, Peck, and Bazaraa methods, the magnitude of the frictional and end bearing capacity has the same tendency when compared to the PDA test. Namely, the end bearing resistance is greater than the frictional resistance. The corrected SF range for the end bearing resistance in the Terzaghi, Peck, and Bazaraa method is 2.33 – 3.82 and the Meyerhoff method is 2.21 – 3.51. The corrected SF range for frictional resistance in the Terzaghi, Peck, and Bazaraa method is 2,17 – 2.3 and the Meyerhoff method is 1.22 – 2.03. Of the 10 types of pile dynamic formulations, the method which is closest to the PDA test is the ENR, Sanders, and Rankine methods with reduction factors of 25.14%, 36.88%, and 42.65% and corrected SF, respectively. are 5.71, 5.7, and 4.15. Keywords: Pile Driving Formula, N-SPT, PDA Test
Geometric Evaluation of Roads on the Gunung Batu Road Section of Tapin Regency (STA 0 +000 – 1+451)
Authors: Saufi M. , Prakoso Puguh Budi 
Published: December 2024

Gunung Batu road section is a section of road located in Binuang District, Tapin Regency which is included in the classification of local roads with hilly terrain conditions. The speed of the road geometric plan is 40 km / h. The purpose of this study is to evaluate the existing horizontal arrangement plan whether it meets the 1997 Bina Marga standards and provide an alternative design for horizontal and vertical alinyemen assisted by Autocad Civil 3D 2018 software.The method used is to follow the reference standards from AASHTO 2011, but for the study criteria using the 1997 Bina Marga standard. The data collection methods carried out in the preparation of this Final Project Report are Literature Studies, Primary Data and Sequence Data.Based on the results of the analysis, it showed that the Horizontal Alinyemen at the location under review had 26 bends with the Full Circle type, there were 18 bends that did not meet the geometric planning requirements where the bends did not meet the R min value (minimum radius) requirements for the use of the Full Circle bend type according to the planned speed. The alternative design given produces a trase of 1+445.59 km, a Horizontal Alinyemen of 22 bends (FC), a Vertical Alinyemen of 21 Convex arches and 21 Concave Arches. Analysis of the calculation results of the Cut and Fill design was obtained: Cut = 8458.13 m3 and Fill = 3286.62 m3. Keywords: Geometric Roads, Autocad Civil 3D 2018
ANALYSIS OF ROAD DAMAGE CONDITION USING THE PAVEMENT CONDITION INDEX (PCI) METHOD ON THE ROAD SEGMENT OF GUBERNUR SARKAWI, BARITO KUALA REGENCY (STA 4+000 – 9+000)
Authors: Rachim Muhammad Alvin , Arsyad Muhammad 
Published: December 2024

Gubernur Sarkawi road (STA. 4+000 – 9+000) is located in Barito kuala Regency. This Road of flexible pavement has a length about 27.024 km and width 10- 15 m where the width of road body is 6-8 m with 1 track, 2 lanes 2 ways. On this road section, there are several point of damage that are reviewed using the PCI ( Pavement condition index) Method, such as cracks, holes, sinking grooves and other type of damage, which is needs to be repaired using reconstruction workbecause based on the PCI value Obtained at Sta 5+000 Up to 5+500 it is obtained at 10 with a failed condition, a redesign is neeed. The redesign using the Manual Desighn Method 2017. Re-design planning with a design life of 20 thickness of the pavement layer,such as 1550 mm for the support layer, 160mm For the LFA Calss A layer, 150mm For The Cement Treated Based layer, 125mm for the AC- Base layer, 60mm For the AC-BC layer, and 40mm for AC-WC layer. Keywords: Pavement Condition Index, Flexible Pavement Manual Design Pavement 2017
THE USAGE OF BIM BASED STRUCTURE ANALYSIS APPLICATION TO REDESIGN MITRA KASIH JUNIOR AND SENIOR HIGH SCHOOL BUILDING WITH PRECAST CONCRETE
Authors: Sukmajaya Pannadipa Putera , Khatimi Husnul , Darmawan Arya Rizki 
Published: December 2024

Redesign of Mitra Kasih Junior and Senior High School building in Banjarmasin carried out which is a reinforced concrete structure into a precast concrete structure. Process supported by BIM-based structural analysis applications, Tekla Structural Designer and ETABS Ultimate C19. Results will be validated using Response2000 and SPColumn. Difference between conventional and precast systems required design adjustments. Adjustments began with preliminary design of structural and application of one-way floor slabs (HCS). From structural analysis result, stability of the structure calculate along corbel connection design. From redesign results found difference amount of tensile reinforcement in the beam ranges from 2 to 4 due one-way slab load distribution. Differences in the arrangement of main reinforcement column due differences of width-height column to strengthen weak axis column. HCS slab with thickness of 20 cm to lighten the weight of structural elements. Corbel as connectors resist shear at joint as the redesign results meet the structural stability requirements and the requirements of public buildings. Keywords: Precast Concrete, HCS, Corbel