• Issue 1-Vol 5

    2023

    Effect of Molarity on Development of Fly Ash Based Geopolymer High Performance Concrete

     

    7 Pages Posted: 31 December 2023

    Ram Chatorikar

    Government College of Engineering, Chhatrapati Sambhajinagar, Maharashtra, India.chatorikar.ram@gmail.com

    Sanjay Jamkar

    Government College of Engineering, Chhatrapati Sambhajinagar, Maharashtra, India.ssjamkar@yahoo.co

    Date Written: December 14, 2023 

     

    Abstract

    This paper evaluates the effect for molarity of alkaline solution on development of Geopolymer High Performance Concrete (GHPC). The important parameters like alkaline/binder ratio (AL/B), molarity of alkaline solution, curing temperature and fineness of binder plays an important role in the development of GHPC. Alkaline binder solutions like Sodium Hydroxide and Sodium Silicate were used in present investigation. Molarity of alkaline solution of Sodium Hydroxide was varied from M10, M12, M14 and M16. Alkaline binder ratio was considered as 0.35 and processed fly ash (FA) as a binder was used for development of GHPC in the present investigation and tested for compressive strength after 3 hours, 8 hours and 24 hours oven heat curing period. Oven heat curing temperature was maintained at 90˚C. It was observed that as the molarity of alkaline solution increases, compressive strength of cured geopolymer samples also increases moderately but workability of fresh geopolymer concrete mixes reduced from molarity M14 to M16.

     

    Keywords: Geopolymer High Performance Concrete, molarity, fly ash, oven heat curing, compressive strength

     

    Suggested Citation:

    Ram Chatorikar, R. C., & Jamkar, S. (2023). EFFECT OF MOLARITY ON DEVELOPMENT OF FLY ASH BASED GEOPOLYMER HIGH PERFORMANCE CONCRETE. In Global Journal in Civil Engineering (Vol. 1, Number 5, p. 1). Zenodo. https://doi.org/10.5281/zenodo.10446643

     

    To Download the full paper:

    Available at Zenodo. https://doi.org/10.5281/zenodo.10446643

     

     

     

    Preview of Structural Design Parameters for Flyover Underincreasing Spatial Contraints

     

    16 Pages Posted: 31 December 2023

    Ramchandani Jaya Rajkumar

    MGM University,Jawaharlal Nehru Engineering College, Chhatrapati Sambhaji Nagar, Maharashtra –431003

    jramchandani@mgmu.ac.in

    Suddhasheel Ghosh

    MGM University,Jawaharlal Nehru Engineering College, Chhatrapati Sambhaji Nagar, Maharashtra –431003sghosh@mgmu.ac.in

    Date Written: December 14, 2023 

     

    AbstractStructural optimization considering twoobjectives simultaneously would generate a set of optimal solutions, which is called a Pareto set, instead of a unique optimal solution and thus may not satisfy the requirements of designers. This paper focuses on proposing a comprehensive criterion to weight each objective and thus convert multi-objective optimization problems to single-objective optimization problems.In recent decades, the failure of bridges during service, as well as new construction has increased with an average of 129 bridges per year during the decade 2007–2017. The average age of the bridges is 34.53 years at failure during service against the prescribed design life of 100 years. The average age of failure of bridges in India is relatively high compared to failures in China (23.60 years) and much lower compared to failures in the USA (at least 51.70 years). Thus considering the local technical issues of Chhatrapati Sambhaji Nagar are considered and based on that a general framework is tried to prepare. In this paper, the factors affecting the design of the flyover are identified. Further they are classified as dependent and independent parameters and the bounds of independent parameters are identified based on the manual design of the flyover.

     

    Keywords: Structural optimization,optimal solutions, Multi-objective optimization, Pareto set.

     

    Suggested Citation:

    Ramchandani, J. R., & Ghosh, S. (2023). PREVIEW OF STRUCTURAL DESIGN PARAMETERS FOR FLYOVERS UNDER INCREASING SPATIAL CONSTRAINTS. In Global Journal in Civil Engineering (Vol. 5, Number 1, p. 1). Zenodo. https://doi.org/10.5281/zenodo.10447102

     

    To Download the full paper:

    Available at Zenodo. https://doi.org/10.5281/zenodo.10447102

     

    Partial Replacement of Cement with Marble Dust Powder, Fine Aggregate with Copper Slag, and Coarse Aggregate with Recycled Aggregate in Concrete

     

    12 Pages Posted: 31 December 2023

    Sanjay Yadav

    Chandigarh University, Punjab, Indiayadavsanjay160598@gmail.com

    Shalika Mehta

    Chandigarh University, Punjab, IndiaShalika.e1976@cumail.com

    Date Written: December 14, 2023 

     

    AbstractConstruction companies generate non-biodegradable waste that harms the environment. However, incorporating this waste into concrete can support sustainable and eco-friendly construction practices. The present investigations study the partial replacement of binder materials such as cement with marble dust powder (MDP), fine aggregate with copper slag (CPS), and coarse aggregate with recycled aggregate concrete (RAC), when substituted for coarse aggregate, to analyze concrete mechanical properties. A constant percentage of marble dust powder was added to replace the binder material (cement). Additionally, copper slag replaced 10%, 20%, and 30% of the fine aggregate, and recycled aggregate replaced 10%, 20%, and 30% of the coarse aggregate. According to the M-30 standard, Specimens' compressive, tensile, and flexural strengths were evaluated for (7, 14, & 28) days after cure, respectively. These additives can improve concrete's mechanical characteristics. Thus, these materials have the potential to serve as alternatives to conventional construction materials through partial replacement

     

    Keywords: Concrete, Marble Dust Powder, Copper Slag, Recycled Aggregate, and strength.

     

    Suggested Citation:

    Yadav, S., & Mehta, S. (2023). PARTIAL REPLACEMENT OF CEMENT WITH MARBLE DUST POWDER, FINE AGGREGATE WITH COPPER SLAG, AND COARSE AGGREGATE WITH RECYCLED AGGREGATE IN CONCRETE. In Global Journal in Civil Engineering (Vol. 1, Number 5). Zenodo. https://doi.org/10.5281/zenodo.10447155

     

    To Download the full paper:

    Available at Zenodo. https://doi.org/10.5281/zenodo.10447155

     

    Comparative Evaluation of Statistical Methods for Mapping Debris Flow Suscetiobility in Himalayas, India  

    13 Pages Posted: 31 December 2023

    Ankit Kumar

    Department of Civil Engineering, Delhi Technological University, Delhi - 110042, India ankitduhoon003@gmail.com

    Raju Sarkar 

    Department of Civil Engineering, Delhi Technological University, Delhi - 110042, India rajusarkar@dce.ac.in

    Date Written: December 14, 2023 

     

    AbstractComparing maps from different statistical models or approaches is important for geo-environmental uses. This paper uses various models to compare debris flow susceptibility maps of the same area. The frequency of debris flow in hilly regions requires future developmental planning and study. A crucial step in studying debris flow is weighing the factors causing it. This paper compares different weighting procedures for debris flow susceptibility mapping through map evaluation. The evaluation has been done through frequency ratio and Shannon entropy statistical models. According to the difference image analysis, there is a complete matching (i.e., no difference) of roughly 86.61% of the total pixels between the two debris flow susceptibility maps. It is possible to interchange frequency ratio and Shannon entropy models based on their similar image analysis values.

     

    Keywords: Debris flow susceptibility zonation; Comparative evaluation; Difference image analysis

     

    Suggested Citation:

    Kumar, A., & Sarkar, R. (2023). COMPARATIVE EVALUATION OF STATISTICAL METHODS FOR MAPPING DEBRIS FLOW SUSCEPTIBILITY IN HIMALAYAS, INDIA. In Global Journal in Civil Engineering (Vol. 1, Number 5). Zenodo. https://doi.org/10.5281/zenodo.10447230

     

    To Download the full paper:

    Available at Zenodo. https://doi.org/10.5281/zenodo.10447230

     

    Static and Seismic Effect of Constructing a New Tunnel Vertically Above an Existing Tunnel: A Comparative Study 

    9 Pages Posted: 31 December 2023

    Sumee Tabassum Amin
    Department of Civil Engineering, JMI, New Delhi
    tabassumamin56@gmail.com
    S.M. Abbas
    Department of Civil Engineering, JMI, New Delhi
    Altaf Usmani
    3 DGM, ETDD, EIL, New Delhi

    Date Written: December 14, 2023 

     

    AbstractThe necessity for underground tunnels is of paramount importance in today's advancing world ofdevelopment and transportation. Construction of twin tunnels have gained momentum due to their optimal utilization of underground space and enhanced structural stability. Particularly in earthquake prone regions, the seismic vulnerability of such subterranean structures is a significant issue. This research studies the impact of constructing a new tunnel vertically above an existing one, by increasing the vertical spacing under both static and seismic conditions. A 2D plane strain model is designed using Mohr-Coulomb criteria in Midas GTS NX software. The seismic simulation is performed using the Loma Preita earthquake in the horizontal direction. For this study, SeismoMatch generates response spectracompatible time history data for Delhi soil. The responses generated within the existing tunnel are compared before and after the construction of the new tunnel, in the form of lining forces and ground settlement contours for static and seismic cases. The findings indicate that due to construction of a new tunnel, lining forces decrease in the existing tunnel. In static analysis, forces such as axial force, bending moment and shear force however increase with greater spacing. Similar trend is observed in seismic analysis, where these forces are greater in single tunnel than in twin tunnel. This can be attributed to the vertical position and spacing of the new tunnel which aids in load sharing mechanism between the two tunnels. This phenomenon plays a pivotal role in the static and dynamic stability of the twin tunnel system.

     

    Keywords: Debris flow susceptibility zonation; Comparative evaluation; Difference image analysis

     

    Suggested Citation:

    Amin, S. T., & Abbas, S. M. (2023). STATIC AND SEISMIC EFFECT OF CONSTRUCTING A NEW TUNNEL VERTICALLY ABOVE AN EXISTING TUNNEL: A COMPARATIVE STUDY. In Global Journal in Civil Engineering (Vol. 1, Number 5). Zenodo. https://doi.org/10.5281/zenodo.10447189

     

    To Download the full paper:

    Available at Zenodo. https://doi.org/10.5281/zenodo.10447189

     

     

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  • Issue 1-Vol 6

    2024

    Valorisation of Human Organic Waste for Sustainable Domestic Biogas and Fertilizer Synthesis

     

    96 Pages Posted: 02 January 2024

    Unaro Yauo
    School of Civil Engineering, Papua New Guinea University of Technology
    uyauo62@gmail.com
    Mirzi Betasolo
    School of Civil Engineering, Papua New Guinea University of Technology
    mirzi.betasolo@pnguot.ac.pg 

    Date Written: November, 2021

     

    Abstract
    This study proposed and discussed various “domestic” onsite sanitation (OSS) designs that incorporate anaerobic digestion (AD) process to produce biogas and organic solid fertilizer whilst treating human excreta. The prototype OSS AD Toilet was designed, developed and trialled in the field. Prior to designing the OSS ADT facility, fresh human excreta from 10 test persons between the age range 18 – 29 years were sampled using sampling buckets and analysed to obtain data for mean faecal mass and physico-chemical composition. Median faeces generated was 250 g/cap/day wet mass and 62 g/cap/day dry mass, as well as high solid contents i.e. TS (49 g/cap/day) and VS (91% of TS i.e. 44.59 g/cap/day). Mean value for COD determined was 68 g/cap/day, while the mean nitrogen value from faeces was 1.2 g/cap/day and that of urine was 7 g/cap/day. Residual organic fertilizer deduced was 22g/cap/day. Water boiling test showed that biogas concentration is higher in purified biogas (90 ± 1.53 %) than in raw biogas (68 ± 2.52 %). Cooking time and calorific value of biogas investigated using 1L of water was 6.54 ± 0.04 and 5.45 ± 0.02 for raw and purified gas respectively. Refrigerant reciprocating compressor reduced the biogas volume by a factor of 4.0 with an absolute pressure of 5 bars in total of approximately 12 minutes. This study explored that OSS ADTS is an innovative and most preferable treatment approach for human waste management in rural and peri-urban areas in Papua New Guinea and can be replicated in other places with similar setting and conditions, fostering benefits in the light of Sustainable Development.

     

    Keywords: human organic waste, sustainble domestic biogas, fertilizer synthesis, domestic onsite sanitation, human waste management, sustainable development

     

    Suggested Citation:

    Yauo, U., & Betasolo, M. (2024). Valorisation of Human Organic Waste for Sustainable Domestic Biogas and Fertilizer Synthesis [Zenodo]. In Global Journal in Civil Engineering (Vol. 6, Number 1, p. 1). https://doi.org/10.5281/zenodo.10451314

     

    To Download the full paper:

    Available at Zenodo. https://doi.org/10.5281/zenodo.10451314

     

    Sustainable Rainwater Harvesting System in Lae City, A Model for Papua New Guinea

     

    190 Pages Posted: 02 January 2024

    Carl Anthony Smith
    School of Civil Engineering, Papua New Guinea University of Technology
    carl.smith206@gmail.com
    Mirzi Betasolo
    School of Civil Engineering, Papua New Guinea University of Technology
    mirzi.betasolo@pnguot.ac.pg 

    Date Written: January, 2016

     

    Abstract
    The Sustainable Rainwater Harvesting System (SRHS) is a strategy to harvest rainwater and use the resource sustainably to support the need for water supply in the Papua New Guinea University of Technology (PNG). Lae City is the Garden City of PNG attributed to its significant rainfall. The vast resource of rainfall, at the moment is not fully harnessed, to support the need for water supply to the population today and the future. The methodology to a SRHS covers four phases. Phase 1 covers the assessment of parameters about rainwater harvestings: such as regulations, catchment location including its topography, and rainfall availability. Phase II, deals with Design of the SRHS facility that is non-energy intensive. Phase III discusses how to maintain and managed a SRHS. Phase IV- is the prototype of the facility. A prototype is a scaled visual presentation of the project study. It will also serve as a basis for funding proposal presentations. The study found that the feasibility of the project requires an attributed characteristic of a rainforest to harness rainwater supply as accounted for by the hydrologic cycle. The location chosen is adjacent to the Rainforest Habitat on the Papua New Guinea University of Technology campus. The facility will also support on providing groundwater surcharged. The study provides a framework that will support sustainable rainwater harvesting in the country based on SRHS model. The project will serve as a model to a sustainable rainwater harvesting systems as a viable alternative in harnessing natural resource (water) of the country.

     

    Keywords: bioremediation, sewage pond, sewage pond rehabilitation, sustainability of sewage pond project, environmental impact

     

    Suggested Citation:

    Smith, C., & Betasolo, M. (2024). SUSTAINABLE RAINWATER HARVESTING SYSTEM IN LAE CITY, A MODEL FOR PAPUA NEW GUINEA [Zenodo]. In Global Journal in Civil Engineering (Vol. 6, Number 1, p. 1). https://doi.org/10.5281/zenodo.10450251

     

    To Download the full paper:

    Available at Zenodo. https://doi.org/10.5281/zenodo.10450251

     

    Assessment of a 49 Year Old Sewage Pond for Rehabilitation through Bioremediation

     

    59 Pages Posted: 02 January 2024

    Charles Feriwok
    School of Civil Engineering, Papua New Guinea University of Technology
    charles.feriwok@pnguot.ac.pg
    Mirzi Betasolo
    School of Civil Engineering, Papua New Guinea University of Technology
    mirzi.betasolo@pnguot.ac.pg 

    Date Written: March 30, 2022 

     

    Abstract
    The study evaluates the effects of plant species in the sewage pond area. The research design employed statistics and primary data for the findings. The data were collected using qualitative and quantitative instruments, which focused on actual transect data, survey questionnaires and field observations. The primary data were processed using spreadsheets on MS Excel and MS Word as well as SPSS software. The research evaluated environmental hazards to the nearby communities, the effect of overflow, contaminated stream, soil, air and heavy metals uptake by plants as the risk to surrounding livelihood and lifestyle, and the effect of plants, behaviours and perceptions. The plant abilities evaluation was based on leaf and stem evaluation impact. The research into sewage ponds shows that plants do neutralize heavy metals after the effluent pond is a priority and needs attention for the sustainability of the pond project development in Unitech is required. A study into the sewage impact reveals that pond input, environmental impact, social impact and economic impact of sewage ponds are classified as a priority and need attention. The evaluation shows that plants benefit from both affluence and soil. The research reveals the likelihood that farmers using nearby land may have received the sewage pond effluent into the food chain. The study into sewage assessment perception, views and reaction show the community grievances and complaints generated by the effects of lack of pond maintenance. The research recommends broader pond maintenance, institution consultation and participation in rehabilitation project development.

     

    Keywords: bioremediation, sewage pond, sewage pond rehabilitation, sustainability of sewage pond project, environmental impact

     

    Suggested Citation:

    Feriwok, C., & Betasolo, M. (2024). Assessment of a 49 Year Old Sewage Pond for Rehabilitation through Bioremediation [Zenodo]. In Global Journal in Civil Engineering (Vol. 6, Number 1, p. 1). https://doi.org/10.5281/zenodo.10450722

     

    To Download the full paper:

    Available at Zenodo. https://doi.org/10.5281/zenodo.10450722

     

    Structural Health Assessment of Steel Girder Bridge: A Case of Butibam and Bumbu Bridge in Lae City

     

    156 Pages Posted: 02 January 2024

    Grace McCoy Wantepe
    School of Civil Engineering, Papua New Guinea University of Technology
    grace.wantepe@pnguot.ac.pg
    Mirzi Betasolo
    School of Civil Engineering, Papua New Guinea University of Technology
    mirzi.betasolo@pnguot.ac.pg 

    Date Written: November 15, 2021 

     

    Abstract
    Bridge inspection and condition assessment is an essential element in any Bridge Management System (BMS) particularly for aged and deteriorated bridges, and a path way to condition rating. Majority of the bridges in Lae City and Papua New Guinea (PNG) have exceeded their design lives and are at risk of collapse according to one of the Technical Assistance Consultant’s Report, Cardno Emerging Markets (Australia) Pty Ltd, in 2011. Almost about 152 bridges were inspected along the nominated five priority national roads in PNG. This indicates that effective bridges condition assessment and management is of crucial importance to maintain bridges in a sufficient condition and preserve them from deteriorating. A major part is bridge condition rating and simulation, which is an important aspect in their service lives to forecast bridge durability and their need for repair and maintenance. In this pilot study, three levels of bridge inspection and condition assessment forms for steel girder bridge have been developed for Bumbu and Butibam Bridge of Lae City in the Morobe Province of PNG. The bridge evaluation and condition assessment emanate from visually recorded inspection data specifically on the two bridges. There are three main important factors considered in the evaluation of bridge element structural index condition assessment. They are structural importance, material vulnerability, and casual factors such as road class, age, environment and inspection. These parameters were adopted and incorporated for a more holism and objectivity to the current approaches. The casual factors are implemented as a coefficient to the overall structural index, which illustrates the capability of the developed forms. Moreover, the results obtained from the developed forms and stress analysis and displacements on bridge model using solid works complements the results. Additionally, the forms developed and applied including simulation results has been used to evaluate the current stage of the steel girder bridges of Bumbu and Butibam of Lae City.

     

    Keywords: structural health, steel Girder bridge, bridge inspection, bridge condition assessment, bridge management

     

    Suggested Citation:

    Wantepe, G. M., & Betasolo, M. (2024). Structural Health Assessment of Steel Girder Bridge: A Case Study of Butibam and Bumbu Bridge in Lae City [Zenodo]. In Global Journal in Civil Engineering (Vol. 6, Number 1, p. 1). https://doi.org/10.5281/zenodo.10450865

     

    To Download the full paper:

    Available at Zenodo. https://doi.org/10.5281/zenodo.10450865

     

    Phytoremediation Characteristics: Tailing Waste Rehabilitation at OK TEDI Mining Limited, Western Province Papua New Guinea

     

    83 Pages Posted: 02 January 2024

    Nathaniel Dasyal
    School of Civil Engineering, Papua New Guinea University of Technology
    Nathaniel.Dasyal@oktedi.com
    Mirzi Betasolo
    School of Civil Engineering, Papua New Guinea University of Technology
    mirzi.betasolo@pnguot.ac.pg 

    Date Written: November 15, 2021 

     

    Abstract
    In recent years, researchers and engineers have begun to develop low-cost technologies and mechanisms, such as purifying contaminated areas with microorganisms / biomass and live plants. Of these, phytoremediation mechanisms are emerging and are promising green mechanisms that can be used to remediate heavy metal contaminated soils through various means such as phytoremediation, phytostablisation, phytovolatilization and rhizofiltration. Decontamination of contaminants warrant various choices and strategies in phytoremediation, and include soil properties, heavy metal levels and characteristics, plant species, and climate. Heavy metals like Cd, Pb, Hg, Ni, Cu, Zn, Cr, and Co are non-essential metals. Many of them are highly toxic both in elemental and soluble salt forms. The phytoremediation mechanisms that were used in this study were phytoextraction, phytostabilisation and phytomobilization (phytoaccumulation); as these are cost effective, and have aesthetic advantages and long-term applicability. Certain species of plants especially; shrubs, primary trees, secondary trees, weeds and grasses were studied because of their tolerance for high heavy metal levels in trials with tailing dumps in OK Tedi, in Papua New Guinea (PNG).The challenge in the study was aimed at investigating plant species that have phytoremedial characteristics by possessing the attributes of exceptionally high metal- accumulating capacity or are hyper accumulators, having roots possessing unique and selective capability to absorb, have entire structures that can translocate bio accumulate and degrade the heavy metals, plants according to evidence have large above ground biomass and also possess extensive shallow rooting systems and

    having the ability to take up both essential and non-essential heavy metals. This study revealed that several plant species such as white clover and typha can withstand heavy metal concentration whilst other species tend to decline over time. The investigation indicated high mortality rates from homalantus, kikuyu, trema and lupin, compared with struggle and survival rates demonstrated by Typha, White Clover and Tephrosia in the high concentrated tailing stored divans. Heavy metals that were not too concentrated were zinc, copper and cadmium, whilst lead and nickel were highly concentrated, and so plants did not seem to tolerate their presence in large quantities. The main factors that influenced morphology of plant species were plant spacing and growth medium, tailings chemistry in terms of different interactions and reactions due to their different characteristics and concentration levels, weather conditions through wet and dry patterns and periods along with the plants natural ability to acclimatize.

     

    Keywords: phytoremediation, tailing waste, mining rehabilitation, OK Tedi Mining Limited, mining waste, environmental

     

    Suggested Citation:

    Dasyal, N., & Betasolo, M. (2024). PHYTOREMEDIATION CHARACTERISITICS: TAILING WASTE REHABILITATION AT OK TEDI MINING LIMITED, WESTERN PROVINCE PAPUA NEW GUINEA [Zenodo]. In Global Journal in Civil Engineering (Vol. 6, Number 1, p. 1). https://doi.org/10.5281/zenodo.10450863

     

    To Download the full paper:

    Available at Zenodo. https://doi.org/10.5281/zenodo.10450863

     

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