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ANALYSIS OF PORTLAND POZZOLAN CEMENT (PPC) AND DOLOMITE FOR CLAY STABILIZATION AS SUBGRADE Lola Cassiophea
BALANGA: Jurnal Pendidikan Teknologi dan Kejuruan Vol. 1 No. 1 (2013): Journal Balanga Edisi Januari-Juni 2013
Publisher : Jurusan Pendidikan Teknologi dan Kejuruan, FKIP, Universitas Palangkaraya

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Abstract

The road surface is often suffered from crack caused by high shrinkage property of clay as base soil. One of several methods to overcome this is by stabilizing it by adding Portland Pozzolan Cement (PPC) and dolomite in the clay. The method used in this research is experiment based on trial and error method. Mixture percentage used is 0%, 5%, 10%, 15% dan 20 % from total mixture weight, with hardening time 0 day, 7 days, 14 days, 21 days and 28 days. The results show that the more PPC mixture and dolomite percentage, the stronger the soil support strength (CBR value). The best result from this research is the mixture of clay, PPC and dolomite at 20% with hardening time of 28 days and CBR = 52,2757% (increases 1088,4211%).
POTENTIAL HYDROLOGI FOR IRRIGATION LOCATIONCANDIDATE LOCATION OF PADDY FIELD IN KATINGAN DISTRICT OF CENTRAL KALIMANTAN Lola Cassiophea
BALANGA: Jurnal Pendidikan Teknologi dan Kejuruan Vol. 5 No. 1 (2017): Journal Balanga Edisi Januari-Juni 2017
Publisher : Jurusan Pendidikan Teknologi dan Kejuruan, FKIP, Universitas Palangkaraya

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Abstract

This district of Katigan is a small part of the entire area and land surveys for the purposes of paddy field printing of the Central Kalimantan Provincial Agriculture Office. This activity aims to find the feasibility of irrigation potential that will flow through the paddy fields that have been in clean and clear condition in terms of the area, included in the category of decent land for rice crops, and the existence of adequate water sources to flow the rice fields. The water requirement for plants is basically obtainable directly from the rain water, the rainfall each season will not be the same. Therefore, we need a way to manage water with a need to manage water optimally, one of them is the use of irrigation system. The planned irrigation system for the Katingan irrigation area and its surroundings is a gravity irrigation system. The irrigation network used is a technical irrigation network. The total irrigation area is 218.75 Ha. The planned plot is 3 plots with the area of each plot between 68.75 ha to 75 Ha. The water requirement per hectare before adjusting to the efficiency of each channel is planned to be 1.2 ltr/s/ ha.
INFLUENCE OF LEARNING MODEL DISCOVERY LEARNING AGAINST STUDENT RESULTS IN CONTENT TYPE AND CLASSIFICATION OF STEEL IN ARCHITECTURE ENGINEERING CLASS X SMKN 1 PALANGKA RAYA 2014/2015 Yulianty; Lola Cassiophea
PARENTAS: Jurnal Mahasiswa Pendidikan Teknologi dan Kejuruan Vol. 1 No. 2 (2015): Journal Parentas Edisi Juli-Desember 2015
Publisher : Jurusan Pendidikan Teknologi Dan Kejuruan

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Abstract

Learning outcomes Based on the observations of the current researchers Practice Experience (PPL) and interviews with subject teachers Building Construction SMK 1 Palangkaraya, obtained information that the majority of students are less eager to absorb the lessons Building on the material type and classification steel. This is due to the tendency of teachers presenting the material directly, so that learners are not actively involved in learning. This can be seen from the value of student learning outcomes in subjects Building Materials class X Architecture Engineering SMK 1 Palangkaraya Academic Year 2014/2015 on the material type and classification of steel which is still relatively low. From some of these problems, so in this study used a model of learning discovery learning in hopes of making learning material types and classification of steel more meaningful and fun. So as to make students actively involved during the learning process and the classification of the type of steel in the classroom so that student learning outcomes increases. This study used a quasi-experimental research designs Nonequivalent type Control Group Design. The population in this study were all students of class X engineering drawings SMK- 1 Palangkaraya totaling 28 students. Sampling was carried out using saturated sampling technique in which all members of the population being sampled. Design approach used is a quantitative approach. This study was conducted in December to February 2015. The data is taken from the data of student learning outcomes obtained through the covers pretest and posttest. Based on the results of research conducted in class X drawing technique building with 28 students, there is a difference between the experimental class and the control class. It can be seen from the average value of students being taught by learning discovery learning model is better than being taught by conventional learning, where the average value of the experimental class at 90.19, while the average value of 74 control class.
THE APPLICATION OF LEARNING MODEL: SNOW BALL THROWING ON THE LEARNING MATERIAL: TYPES OF HEAVY EQUIPMENTS ON THE CONSTRUCTION WORK IN THE CLASS X OF BUILDING MODELLING AND INTERIOR DESIGN AT SMK NEGERI 1 PALANGKA RAYA Oktaria; Lola Cassiophea
PARENTAS: Jurnal Mahasiswa Pendidikan Teknologi dan Kejuruan Vol. 5 No. 2 (2019): Journal Parentas Edisi Juli-Desember 2019
Publisher : Jurusan Pendidikan Teknologi Dan Kejuruan

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Abstract

The results of observations made at SMK Negeri 1 Palangka Raya and interviews with teachers who teach Building Construction showed that the grade of students in the learning material: Types of Heavy Equipment in The Construction Work of the academic year 2016/2017 is on average of 65% which is still below the minimum completeness criteria (KKM) 70. The purpose of this study is to determine student learning outcomes after the application of the Snowball Throwing type of Cooperative Learning Model. The design of this study uses descriptive research. Quantitative data in the form of numbers or grades obtained from student learning outcomes tests. This research was conducted from March 2018 to April 2018 at SMK Negeri-1 Palangka Raya. The population of all students in class X of Building Modeling and Interior Design at SMK Negeri-1 Palangka Raya of the year 2017-2019 was 33 students. The instrument used is the final test of student learning outcomes with 50 test questions. Each final test item was reviewed by three rater members, consisting of two lecturers from the University of Palangka Raya Civil Engineering Education Study Program and one teacher from the foundation of building construction in class X Building Modeling and Interior Design at SMK 1 Palangka Raya to get the validity of the instruments. Data analysis uses individual completeness and classical completeness. The results showed that overall learning activities in the meeting I to VI were carried out well and student learning outcomes had reached completeness criteria that had increased and decreased. On the first meeting until the last meeting, it was found that learning completeness was 21.21%, 21.21%, 62.5%, 78.125%, 81.25%, 81.81% and the achievement level was 65%, 65%, 71%, 73%, 77%, 81% with criteria achieved. While the results of the final test analysis obtained complete student learning completeness of 87.87% and achievement rate of 72% with criteria achieved. Thus it can be concluded by using the type of Cooperative Learning model Snowball Throwing on the learning material: Types of Heavy Equipment in Construction Work Class X Building Modeling and Interior Design in the SMK Negeri-1 Palangka Raya academic year 2017/2018, the learning results were better than the conventional method.
ROAD CAPACITY AND PARKING GENERATION IN THE SHOPPING CENTER MEGA TOWN SQUARE PALANGKARAYA Lola Cassiophea
BALANGA: Jurnal Pendidikan Teknologi dan Kejuruan Vol. 4 No. 1 (2016): Journal Balanga Edisi Januari-Juni 2016
Publisher : Jurusan Pendidikan Teknologi dan Kejuruan, FKIP, Universitas Palangkaraya

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Abstract

The imbalance between the number of vehicles parking and parking off-street parking generation resulted automatically take advantage of the road for parking. From the analysis of the capacity of roads in Mega Town Square on segment Jl. Yos Sudarso, it is known that the level of service is still in accordance with Decree No. KM 14 of 2006, AASHTO, 1973 and Morlok, 1990. On Saturday morning the street value of the service is stable at current low traffic density with a rather high speed but can be controlled by the driver based on the speed limit maximum/minimum and the physical condition of the road. On Saturday afternoon, the traffic density was at a pace that can be controlled by the driver with the value of the service road approaching unstable flow speed of 25 Km/hour. On Saturday night, the traffic density is high enough to speed decreases, and can not be controlled by the driver currents sehinnga restrained. Total vehicle parking per hour is 60 veh/hour. This value is adjusted to supply vehicles going out into the market as much as 100 veh/h. So that parking availability is still sufficient to accommodate the vehicles in the Mega Town Square.
PARKING PULL IN THE TAMAN PASUK KAMELUH TOURISM AREA (STREET S. PARMAN, PALANGKA RAYA CITY) jeki; Lola Cassiophea; Wiratno
PARENTAS: Jurnal Mahasiswa Pendidikan Teknologi dan Kejuruan Vol. 7 No. 1 (2021): Journal Parentas Edisi Januari-Juni 2021
Publisher : Jurusan Pendidikan Teknologi Dan Kejuruan

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.37304/parentas.v7i1.2675

Abstract

This type of research used in this research is descriptive research with a qualitative approach. The data needed to complete this research includes primary data obtained from field surveys which are used to obtain parking attraction and parking space capacity, while secondary data is obtained from the Perkim Service (Public Housing and Settlement Service) Palangka Raya City. The results of this study indicate that, Parking Space Capacity = 53 ÷ 0.75 = 70.6 motorbikes = 71 motorbikes, the highest parking accumulation is on Sunday at 15.00 WIB - 16.00 WIB for 62 motorbikes, the highest parking volume on Sunday is 258 vehicles/days/space, parking turnover rate (trun over) = 258 ÷ 145 = 1.7 vehicles/day/space, the average parking index per day is 10.71%, 11.41%, 6.1%, and park parking needs are 33 x 53 = 1,749 m2. Based on the results of the calculation of the parking attraction that occurs in the Taman Pasuk Kameluh area, Palangka Raya City, it is 258 vehicles/day/space. For travel attraction compared to the number of motorbike parking lots available to accommodate vehicles in the Kasuk Kameluh park area, it is 70.6 vehicles/day. So based on the results obtained, the demand for parking space exceeds the existing parking capacity, only 53 parking pedals (demand) exceed the existing parking capacity.
THE EFFECT OF VEHICLE VOLUME ON DAMAGE TO PINE ROAD IN PALANGKA RAYA CITY ary, Ary Andreo Siregar; Lola Cassiophea
PARENTAS: Jurnal Mahasiswa Pendidikan Teknologi dan Kejuruan Vol. 8 No. 1 (2022): Journal Parentas Edisi Januari-Juni 2022
Publisher : Jurusan Pendidikan Teknologi Dan Kejuruan

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.37304/parentas.v8i1.4364

Abstract

Along with the level of traffic density that crosses the Pinus road, there are several obstacles that cause damage, one of which is the damage that occurs in the road construction section, which is caused by the load of vehicles with excessive loads such as trucks, which further causes damage to the road, namely an increase in volume. heavy traffic every day. Asphalt pavement is generally used on roads that have a fairly dense traffic volume, with the increase in the number of vehicles resulting in damage in a relatively short time than planned. The purpose of this study is to determine the effect of the volume of vehicle types on road damage on asphalt pavement, it can be predicted earlier the value of road damage that will occur, the method used in this study is the method of analyzing vehicle volume on road damage with the regression method. Used to obtain the relationship function with the value of R² (coefficient of determination) which shows the magnitude of the effect of changes in the volume of vehicle types on changes in the value of road damage, this study was carried out on the Pinus road, Palangka Raya City. There is a relationship between the volume of vehicle types and the value of road damage, the results obtained are R² = 0.744 which shows that road damage is influenced by the volume of heavy vehicles, light vehicles and motorcycles with a percentage value of 74.4%. From the results of the equation between heavy vehicles (X1), light vehicles (X2), motorcycles (X3), and the value of road damage Y = 0.159 X1 + 0.034 X2 + 0.017 X3 + 14,189. From these equations it can be described as follows, the regression coefficient (X1) (a) = 0.159 means that a heavy vehicle of 100 vehicles/day will increase the level of road damage by 5.9, the regression coefficient (X2) (b) = 0.034 means a light vehicle of 100 vehicles/day will increase the level of road damage by 3.4, Regression coefficient (X3) (c) = 0.017 means that 100 motorbikes/day will increase the level of damage by 1.7, constant (c) = if there are no vehicles driving passing a road segment, the road will experience road damage of 14,189.
MEASUREMENT OF WATER RETENTION OF PEAT SOIL IN CANAL BLOCKING USING PRESSURE PLATE CHAMBER Lola Cassiophea; Jany Tri Raharjo; Salampak Dohong; Zafrullah Damanik; Berkat Pisi; Natalina Asi; Rinto Alexandro; Ruli Meiliawati; Gunarjo Suryanto Budi; Davit Purwodesrantau; Dermawati Sihite; Ambia Rio Suwanda; Adi Jaya; Antonio Jonay Jovani Sancho; Vontas Alfenny Nahan; Eka Nur Taufik; Lusia Widiastuti; Inga Torang; Yesser Priono; Petrisly Perkasa; Trissan, Whendy
BALANGA: Jurnal Pendidikan Teknologi dan Kejuruan Vol. 11 No. 2 (2023): Journal Balanga Edisi Juli-Desember 2023
Publisher : Jurusan Pendidikan Teknologi dan Kejuruan, FKIP, Universitas Palangkaraya

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.37304/balanga.v11i2.11719

Abstract

Measuring air retention in constructed canal blockage is critical for determining changes in air content after canal blocking. The purpose of this study is to assess the influence of changes in levels on air retention values measured at three depths, namely 0-20 cm, 20-40 cm, and 40-60 cm, at four transect sampling stations created at a distance of 10 m to 260 m from the canal block. Changes in bulk density, porosity, and peat volume affect groundwater. Peat soil samples were collected from burned peatlands, and canal blocks were constructed. A pressure plate chamber was used to assess air retention. The findings of the investigation revealed that the air retention pattern of peat soil at 16 test sample locations was at maximum at PF 0.2 at each depth. At higher pressures (pF 2-4.2), peat groundwater is strongly bonded by peat soil particles. The average bulk density of peat is 0.2 2 and the porosity value is 86.79%. The higher the air content at each pF value has no influence on the porosity and bulk density values. Changes in air content between pF 2.0 and 4.2 lower average peat volume by 7.4%. The size of this value is assumed to be determined by the peat's type, maturity, and decomposition value.
STUDY OF BRIDGE PILLAR SHAPES ON THE POTENTIAL OF LOCAL SCOUR IN EXPERIMENTAL LEARNING FOR BUILDING ENGINEERING EDUCATION STUDENTS Topan Eka Putra; Lola Cassiophea; Revianti Coenraad; Samuel Layang; Wiratno Y Sigin; Petrisly Perkasa; Whendy Trissan; Nika Safitri; Welrenot Sinaga
BALANGA: Jurnal Pendidikan Teknologi dan Kejuruan Vol. 12 No. 1 (2024): Journal Balanga Edisi Januari-Juni 2024
Publisher : Jurusan Pendidikan Teknologi dan Kejuruan, FKIP, Universitas Palangkaraya

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.37304/balanga.v12i1.15828

Abstract

One of the elective courses in the Building Engineering Education Study Program, FKIP, Palangka Raya University is Bridge Structure. Experimental study is a way of teaching and learning that involves student activity by experiencing and proving for themselves the process and results of experiments which are closely related to everyday life. On the subject of bridge structures, it is necessary to carry out experimental studies on bridge pillars. Pillars are part of the bridge's lower structure. The existence of pillars in river flows causes changes in river flow patterns. Changes in flow patterns will result in local scouring around the pillars. This research aims to determine the effect of pillar shape on the potential for local scour that occurs around the pillar. This research was carried out under steady uniform flow conditions with three discharge variations. The physical models of pillars used are rectangular pillars, cylindrical pillars and triangular pillars. The type of research used is experimental research. The research location was carried out at the Building Engineering Education Laboratory, FKIP UPR with glass channel media with dimensions of 200 cm long, 15 cm wide and 20 cm high. In the test with flow discharge Q1= 40.08 cm3/sec, the maximum scour in the middle of the pillar that occurred was (ds)= 0.2 cm and the average at the edge was (ds)= 0.3 cm for pillars with the shape rectangular, while for triangular and cylindrical pillars experiencing sedimentation, Q2= 100.20 cm3/sec. The maximum scour at the center of the pillar that occurs is (ds)= 1.3 cm and the average at the edges is (ds) = 1.4 cm for rectangular pillars, while for triangular and cylindrical pillars experiencing sedimentation, Q3= 107.04 cm3/sec. The maximum scour in the center of the pillar that occurs is (ds)= 1.5 cm and is flat -average at the edge is (ds)= 1.5 cm for pillars with a rectangular shape, while for pillars with a rectangular shape and cylinders experience sedimentation. The results obtained from this series of research are that the greater the discharge flowing in a channel cross-section, the deeper the local scour around the pillars will be and the best shape in this study is a cylindrical shape because it has the potential for the smallest scour depth.
LAND WETTING USING THE HYDRAM PUMP METHOD IN PREVENTING PEATLAND FIRES Topan Eka Putra; Frans Putra Ganesa; Samuel Layang; Tuah; Revianti Coenraad; Berkat Yuda; Lola Cassiophea; Wiratno Y Sigin; Danar Airangga Windra Gautama
BALANGA: Jurnal Pendidikan Teknologi dan Kejuruan Vol. 12 No. 2 (2024): Journal Balanga Edisi Juli-Desember 2024
Publisher : Jurusan Pendidikan Teknologi dan Kejuruan, FKIP, Universitas Palangkaraya

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.37304/balanga.v12i2.17028

Abstract

Peatlands are an ecosystem that has an important role in the environment, including carbon storage, biodiversity habitat, and water availability (Murdiyarso et al., 2010). However, peatlands are also very vulnerable to fire, especially in extreme dry season conditions (Page et al., 2002). Peatland fires can cause significant environmental losses, including greenhouse gas emissions, loss of biodiversity, and negative impacts on public health due to the smoke produced (Masykur et al., 2019). Therefore, efforts to prevent peatland fires are very important to maintain the sustainability of this ecosystem and public health. The hydram pump method was chosen as an innovative solution in this research because of its ability to pump water continuously without requiring an electricity or fuel source. This makes it a sustainable and environmentally friendly alternative for wetting peatlands, which in turn can increase soil moisture and reduce the risk of fire (Wardhana et al., 2021). By utilizing this method, it is hoped that soil moisture can be maintained, making the land less susceptible to fire. The type of research used is experimental research. The research location was carried out at the Building Engineering Education Laboratory, FKIP UPR with a hydram pump and a drip irrigation system on differences in land elevation from plant water sources and water use efficiency. The target achieved is that this research will be published in the SINTA 5 and HKI Accredited Journals.