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i-manager's Journal on Civil Engineering (JCE)

Current Issue Vol. 14 Issue 3

ANALYSIS, DESIGN AND PARAMETRIC STUDY OF RCC BOX CULVERT USING STAAD-PRO
Study of Optimal Span-to-Depth Ratio for Two-Span Post-Tensioned Prestressed Concrete Box Girder Bridges
FACTOR ANALYSIS OF TIME AND COST OVERRUNS IN CONSTRUCTION OF IRRIGATION PROJECTS
Efficient Use of Manufactured Sand and Mineral Admixtures in High-Strength Concrete
Construction of Light weight Bricks Using Coconut Leaf Ash and Building By-products

Most Cited

Volume 13 Issue 1 January - March 2023

Research Paper

Methodology for Teaching Anthropometry in the First Year Architectural Design Studio

Meeta Tandon*

Faculty of Architecture and Planning, Dr. A. P. J. Abdul Kalam Technical University, Uttar Pradesh, India.

Tandon, M. (2023). Methodology for Teaching Anthropometry in the First Year Architectural Design Studio. i-manager’s Journal on Civil Engineering, 13(1), 1-8. https://doi.org/10.26634/jce.13.1.19148

Abstract

Architectural Education is a multifaceted field that integrates human values, sustainability, environmental factors, technology, and more into building design to satisfy human needs. It deals with human activities and the spaces required to perform those activities. Architectural design forms the core subject in architectural education and holds a place in every year of the five-year program, with increasing complexity and focus. The first year forms the foundation of the program, which focuses on basic design and anthropometry. Anthropometry, the study of human body dimensions and proportions, is an important domain of ergonomics that focuses on human-centered design. The aim of this research paper is to understand the relevance of anthropometry in design and develop a systematic process for teaching anthropometry in the first-year architectural design studio. The results conclude that the process should involve step-by-step design stages for the students to have a thorough understanding of anthropometry and its application in architecture so that they can design spaces of different typologies with the human being as the center of design.

References

[1]. Attwood, D. A., Deeb, J. M., & Danz-Reece, M. E. (2004). Ergonomic Solutions for the Process Industries. Gulf Professional Publishing.

[2]. Casakin, H., & Wodehouse, A. (2021). A systematic review of design creativity in the architectural design studio. Buildings, 11(1), 31.

[3]. Emerson, S. (1953). Design: A Creative Approach. International Textbook Co., Scranton.

[4]. Ibrahim, N. L. N., & Utaberta, N. (2012). Learning in architecture design studio. Procedia-Social and Behavioral Sciences, 60, 30-35.

[5]. Jain, M. (n.d.). Structural and Functional Body Dimensions: Anthropometry.

[6]. Koronis, G., Casakin, H., Silva, A., & Kang, J. K. S. (2021). The influence of design brief information on creative outcomes by novice and advanced students. Proceedings of the Design Society, 1, 3041-3050.

[7]. Mohan, G. M. S. (2006). Principles of Architecture. Oxford University Press, New Delhi.

[8]. Orbey, B., & Erdoğdu, G. P. S. (2021). Design process re-visited in the first year design studio: Between intuition and reasoning. International Journal of Technology and Design Education, 31, 771-795.

[9]. Panero, J., & Zelnik, M. (1979). Human Dimension & Interior Space: A Source Book of Design Reference Standards. Watson-Guptil.

[10]. Parashar, S. (n.d). Basic Design Studio: An Ongoing Research.

[11]. Salama, A. (1995). New Trends in Architectural Education: Designing the Design Studio. Tailored Text and Unlimited Potential Publisher.

[12]. Souza, E. (2020). The Evolution in Understanding of Human Scales in Architecture.

[13]. Tandon, M. (2022). Bloom taxonomy for assessing the learning outcome in first year architectural design studio. International Journal of Architecture and Infrastructure Planning, 8(1), 44-53.

[14]. Ulijaszek, S. J., & Mascie-Taylor, C. G. N. (1994). Anthropometry: The Individual and the Population. Cambridge University Press, Cambridge.

[15]. Zamberlan, L., & Wilson, S. (2015). Developing an embedded peer tutor program in design studio to support first year design students. Journal of Peer Learning, 8(1), 5-17.

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Research Paper

Estimation of Dependable Flow in River Baspa at Kuppa Barrage using Flow Duration Curve

Vivekanandan N.*

Scientist of Central Water and Power Research Station, Pune, Maharashtra, India.

Vivekanandan, N. (2023). Estimation of Dependable Flow in River Baspa at Kuppa Barrage using Flow Duration Curve. i-manager’s Journal on Civil Engineering, 13(1), 9-17. https://doi.org/10.26634/jce.13.1.19146

Abstract

Estimation of dependable flow at different levels is considered one of the important parameters for planning, designing, and managing water-related projects, including hydropower generation, irrigation systems, water use, and river and reservoir sedimentation. For this purpose, the Flow Duration Curve (FDC) is developed by analyzing the available stream flow data at the site when adequate length of observed data are not available. The FDC is a valuable tool for determining the flow patterns of a river and estimating dependable flow. The FDC provides the percentage of time duration during which a stream flow (monthly, seasonal, or annual) is exceeded over a recorded period for a particular river or stream, which can be constructed by adopting the empirical method. By analyzing the FDC, the flow patterns of the Baspa river at the Kuppa barrage were determined, and the dependable flow was estimated. This paper presents a study on the assessment of monthly, seasonal, and annual dependable flow through the FDC by adopting an empirical method for the river Baspa at Kuppa barrage. The study suggests the dependable flow at different percentage levels like 75%, 90%, and 100% obtained from FDCs could be used for planning irrigation, hydropower, and drinking water projects in the study area.

References

[1]. Atieh, M., Taylor, G., Sattar, A. M., & Gharabaghi, B. (2017). Prediction of flow duration curves for ungauged basins. Journal of Hydrology, 545, 383-394.

[2]. Baltas, E. A. (2012). Development of a regional model for hydropower potential in Western Greece. Global NEST Journal, 14(4), 442-449.

[3]. Baykan, N. O. (2013). Prediction of flow duration curves for ungauged basins with quasi-Newton method. Journal of Water Resource and Protection, 5(1), 97-110.

[4]. Burgan, H. I., & Aksoy, H. (2020). Monthly flow duration curve model for ungauged river basins. Water, 12(2), 338.

[5]. Castellarin, A., Camorani, G., & Brath, A. (2007). Predicting annual and long-term flow-duration curves in ungauged basins. Advances in Water Resources, 30(4), 937-953.

[6]. Eris, E., Aksoy, H., Onoz, B., Cetin, M., Yuce, M. I., Selek, B., ... & Karakus, E. U. (2019). Frequency analysis of low flows in intermittent and non-intermittent rivers from hydrological basins in Turkey. Water Supply, 19(1), 30-39.

[7]. Ganora, D., Claps, P., Laio, F., & Viglione, A. (2009). An approach to estimate nonparametric flow duration curves in ungauged basins. Water Resources Research, 45(10), 1-10.

[8]. Holmes, M. G. R., Young, A. R., Gustard, A., & Grew, R. (2002). A region of influence approach to predicting flow duration curves within ungauged catchments. Hydrology and Earth System Sciences, 6(4), 721-731.

[9]. Hrachowitz, M., Savenije, H. H. G., Blöschl, G., McDonnell, J. J., Sivapalan, M., Pomeroy, J. W., ... & Cudennec, C. (2013). A decade of Predictions in Ungauged Basins (PUB) - A review. Hydrological Sciences Journal, 58(6), 1198-1255.

[10]. Khopade, D. K., & Oak, R. A. (2014). Estimation of runoff yield for Nira Deoghar catchment using different empirical equations. The International Journal of Engineering and Science, 3(6), 75-81.

[11]. Kottegoda, N. T., & Rosso, R. (1997). Statistics, Probability, and Reliability for Civil and Environmental Engineers. McGraw-Hill.

[12]. Lane, P. N., Best, A. E., Hickel, K., & Zhang, L. (2005). The response of flow duration curves to afforestation. Journal of Hydrology, 310(1-4), 253-265.

[13]. Mohamoud, Y. M. (2008). Prediction of daily flow duration cur ves and streamflow for ungauged catchments using regional flow duration curves. Hydrological Sciences Journal, 53(4), 706-724.

[14]. Müller, M. F., & Thompson, S. E. (2016). Comparing statistical and process-based flow duration curve models in ungauged basins and changing rain regimes. Hydrology and Earth System Sciences, 20(2), 669-683.

[15]. Post, D. A. (2004). A new method for estimating flow duration curves: an application to the Burdekin River Catchment, North Queensland, Australia. Transactions of the 2nd Biennial Meeting of the International Environmental Modelling and Software Society, University of Osnabrück, Germany, (pp.1195-2000).

[16]. Ridolfi, E., Kumar, H., & Bárdossy, A. (2020). A methodology to estimate flow duration curves at partially ungauged basins. Hydrology and Earth System Sciences, 24(4), 2043-2060.

[17]. Samaniego, L., Bárdossy, A., & Kumar, R. (2010). Streamflow prediction in ungauged catchments using copula based dissimilarity measures. Water Resources Research, 46(2), 1-22.

[18]. Smakhtin, V. U. (2000). Estimating daily flow duration curves from monthly stream flow data. Water SA Journal, 26(1), 13-18.

[19]. Smakhtin, V. U. (2001). Low flow hydrology: a review. Journal of Hydrology, 240(3-4), 147-186.

[20]. Smakhtin, V. Y., & Masse, B. (2000). Continuous daily hydrograph simulation using duration curves of a precipitation index. Hydrological Processes, 14(6), 1083-1100.

[21]. Tabesh, G., & Bhave, V. G. (2015). Yield estimation from a catchment in Afghanistan with inadequate data. International Journal of Current Engineering and Technology, 5(4), 2656-2665.

[22]. Tallaksen, L. M., & Van Lanen, H. A. (Eds.). (2004). Hydrological drought: processes and estimation methods for streamflow and groundwater. Developments in Water Sciences, (pp. 307-343)

[23]. Younis, A. M., & Hasan, I. F. (2014). Prediction of flow duration curve for seasonal rivers in Iraq. Jordan Journal of Civil Engineering, 8(1), 29-42.

[24]. Yu, P. S., Yang, T. C., & Wang, Y. C. (2002). Uncertainty analysis of regional flow duration curves. Journal of Water Resources Planning and Management, 128(6), 424-430.

[25]. Zhang, Y., Vaze, J., Chiew, F. H., & Li, M. (2015). Comparing flow duration curve and rainfall–runoff modelling for predicting daily runoff in ungauged catchments. Journal of Hydrology, 525, 72-86.

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Research Paper

Study of the Effect of Global and Local Ductility on High - Rise RCC Building in High Seismic Zone

Sushma C. K.* , Vijayalakshmi Akella**

*-** Dayanandasagar college of Engineering, Bengaluru, India.

Sushma, C. K., and Akella, V. (2023). Study of the Effect of Global and Local Ductility on High - Rise RCC Building in High Seismic Zone. i-manager’s Journal on Civil Engineering, 13(1), 18-24. https://doi.org/10.26634/jce.13.1.19332

Abstract

Numerous studies have been conducted on high-rise buildings, focusing on various aspects such as construction methods, building materials, and responses to seismic and wind pressures. In this paper, the influence of plan aspect ratio on the behavior of high-rise buildings is examined in detail. According to IS 16700:2017, the plan aspect ratio is limited to 5. However, in this study, the plan aspect ratio has been studied up to 6, and the behavior of high-rise buildings under seismic forces has been investigated. The building model has been constructed in three sets, each with varying heights. Building heights of 10, 20, and 30 stories have been selected for each group of buildings, respectively. For each set, seismic metrics, including ductility, stiffness, and base shear, have been compared, and conclusions have been drawn.

References

[1]. ATC-40. (1996). Seismic Analysis and Retrofit of Concrete Buildings. Applied Technology Council, Redwood City, CA, USA.

[2]. Bureau of Indian Standards. (1989). Dead Loads – Unit Weight of Building Materials and Stored Materials IS: 875 (Part 1)-1987, New Delhi, India.

[3]. Bureau of Indian Standards. (1989). Imposed Loads IS: 875 (Part 2)-1987, New Delhi, India.

[4]. Bureau of Indian Standards. (2000). Plain and Reinforced Concrete (IS: 456-2000), New Delhi, India.

[5]. Bureau of Indian Standards. (2016). Criteria for Earthquake Resistant Design of Structures IS: 1893 (Part 1)-2016, New Delhi, India.

[6]. Bureau of Indian Standards. (2016). Ductile Design and Detailing of Reinforced Concrete Structures Subjected to Seismic Forces, IS: 13920-2016, New Delhi, India.

[7]. Bureau of Indian Standards. (2017). Criteria for Structural Safety of Tall Buildings IS: 16700-2017, New Delhi, India.

[8]. Çavdar, Ö., & Bayraktar, A. (2014). Pushover and nonlinear time history analysis evaluation of a RC building collapsed during the Van (Turkey) earthquake on October 23, 2011. Natural Hazards, 70, 657-673.

[9]. De Stefano, M., & Mariani, V. (2014). Pushover analysis for plan irregular building structures. Perspectives on European Earthquake Engineering and Seismology, 34, 429-448.

[10]. Emami, A. R., & Halabian, A. M. (2013). Story ductility demand of the 3d rc structures considering bi-direction seismic excitations. International Conference on Civil Engineering Architecture & Urban Sustainable Development 18&19 December 2013, Tabriz, Iran.

[11]. FEMA 356. (2000). Pre-standard and Commentary for the Seismic Rehabilitation of Buildings. Federal Emergency Management Agency, Washington, DC, USA.

[12]. FEMA-440. (2005). Improvement of Nonlinear Static Seismic Analysis Procedures. Federal Emergency Management Agency, Washington, DC, U.S.A.

[13]. Inel, M., Cayci, B. T., & Meral, E. (2018). Nonlinear static and dynamic analyses of RC buildings. International Journal of Civil Engineering, 16, 1241-1259.

[14]. Khan, M. A. (2013). Seismic design for buildings. Ear thquake- Resistant Structures, (pp.283–315).

[15]. Kia, S. M., & Yahyai, M. (2004, August). Relationship between local and global ductility demand in steel moment resisting frames. In Proceedings 13th World Conf. Earthquake Engineering (Vol. 885).

[16]. Mahmoodi, M., & Tasnimi, A. (2000). Relationship between local and global ductility for concrete moment resisting frames. In 3rd Conference of Earthquake Engineering, Tehran.

[17]. Murty, C. V. R., Goswami, R., Vijayanarayanan, A. R., & Mehta, V. (2012). Some Concepts in Earthquake Behaviour of Buildings. Gujarat State Disaster Management Authority, Gandhinagar, 53, 79.

[18]. Purba, D. S. D. (2018, May). Inappropriate detailing impact towards ductility of high rise reinforced concrete moment frames building in high seismicity area. In 3rd International Conference of Integrated Intellectual Community (ICONIC).

[19]. Sehgal, V. K., & Mehta, A. (2015). Pushover analysis of symmetric and asymmetric reinforced concrete buildings. In Advances in Structural Engineering (pp. 2185-2196). Springer India.

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Review Paper

Study on Bacteria Based Self-Healing Properties of Bio-Concrete - An Overview

Bhanusuresh H. S.*

School of Civil Engineering, REVA University, Bengaluru, Karnataka, India.

Bhanusuresh, H. S. (2023). Study on Bacteria Based Self-Healing Properties of Bio-Concrete - An Overview. i-manager’s Journal on Civil Engineering, 13(1), 25-31. https://doi.org/10.26634/jce.13.1.19319

Abstract

The use of bacteria-based self-healing concrete has gained attention in recent years due to its potential to improve the durability and sustainability of concrete structures. This paper provides an overview of the research conducted on the self-healing properties of bacteria-based bio-concrete. The paper discusses the mechanism of bacterial self-healing in concrete, the types of bacteria used in self-healing concrete, and the methods used to introduce bacteria into the concrete. The paper also reviews comparative studies that evaluate the mechanical properties and durability of selfhealing bacterial concrete compared to traditional concrete. The results of these studies demonstrate that the use of bacteria in concrete can improve the self-healing capacity of the material, leading to better mechanical properties and a higher resistance to cracking and freeze-thaw damage. Furthermore, the paper discusses the potential environmental and economic benefits of using self-healing bacterial concrete. The self-healing capacity of the concrete can reduce the need for costly repairs and maintenance of concrete structures, resulting in lower costs and a reduced environmental impact associated with concrete production. Additionally, the use of waste materials as nutrient sources for bacteria can promote the circular economy and contribute to sustainable development. Overall, this paper highlights the promising potential of self-healing bacterial concrete to improve the durability, sustainability, and economic viability of concrete structures.

References

[1]. Du, W., Yu, J., Gu, S., Wang, R., Li, J., Han, X., & Liu, Q. (2020). Effect of temperatures on self-healing capabilities of concrete with different shell composition microcapsules containing toluene-di-isocyanate. Construction and Building Materials, 247, 118575.

[2]. Fernandez, C. A., Correa, M., Nguyen, M. T., Rod, K. A., Dai, G. L., Cosimbescu, L., ... & Glezakou, V. A. (2021). Progress and challenges in self-healing cementitious materials. Journal of Materials Science, 56, 201-230.

[3]. Jena, S., Basa, B., & Panda, K. C. (2021). Effect of bacillus cohnii bacteria on the properties of concrete. In Recent Developments in Sustainable Infrastructure: Select Proceedings of ICRDSI 2019 (pp. 597-606). Springer Singapore.

[4]. Jonkers, H. M., Thijssen, A., Muyzer, G., Copuroglu, O., & Schlangen, E. (2010). Application of bacteria as selfhealing agent for the development of sustainable concrete. Ecological Engineering, 36(2), 230-235.

[5]. Juki, M. I., Anneza, L. H., & Othman, N. (2019). Effect of enterococcus faecalis bacteria and calcium lactate on concrete properties and self-healing capability. International Journal of Sustainable Construction Engineering and Technology, 10(1), 80-92.

[6]. Luo, J., Chen, X., Crump, J., Zhou, H., Davies, D. G., Zhou, G., ... & Jin, C. (2018). Interactions of fungi with concrete: Significant importance for bio-based selfhealing concrete. Construction and Building Materials, 164, 275-285.

[7]. Maheswaran, S., Dasuru, S. S., Murthy, A. R. C., Bhuvaneshwari, B., Kumar, V. R., Palani, G. S., ... & Sandhya, S. (2014). Strength improvement studies using new type wild strain Bacillus cereus on cement mortar. Current Science, 50-57.

[8]. Mahmood, F., Kashif Ur Rehman, S., Jameel, M., Riaz, N., Javed, M. F., Salmi, A., & Awad, Y. A. (2022). Self-Healing bio-concrete using bacillus subtilis encapsulated in iron oxide nanoparticles. Materials, 15(21), 7731.

[9]. Mechtcherine, V. (2013). Novel cement-based composites for the strengthening and repair of concrete structures. Construction and Building Materials, 41, 365-373.

[10]. Metwally, G. A., Mahdy, M., & El-Raheem, A. H. (2020). Performance of bio concrete by using Bacillus Pasteurii bacteria. Civil Engineering Journal, 6(8), 1443-1456.

[11]. Mohammadnezhad, A., Azizi, S., Sousanabadi Farahani, H., Tashan, J., & Habibnejad Korayem, A. (2022). Understanding of the magnetizing process of water and its effects on properties of cementitious composites-a critical review. SSRN.

[12]. Mors, R., & Jonkers, H. M. (2019). Bacteria-based self-healing concrete: evaluation of full scale demonstrator projects. RILEM Technical Letters, 4, 138-144.

[13]. Muhammad, N. Z., Shafaghat, A., Keyvanfar, A., Majid, M. Z. A., Ghoshal, S. K., Yasouj, S. E. M., ... & McCaffer, R. (2016). Tests and methods of evaluating the self-healing efficiency of concrete: A review. Construction and Building Materials, 112, 1123-1132.

[14]. Nodehi, M., Ozbakkaloglu, T., & Gholampour, A. (2022). A systematic review of bacteria-based selfhealing concrete: Biomineralization, mechanical, and durability properties. Journal of Building Engineering, 49, 104038.

[15]. Qian, C., Luo, M., Pan, Q., & Li, R. (2013). Mechanism of microbially induced calcite precipitation in self-healing concrete. Journal of the Chinese Ceramic Society, 41(5), 620-626.

[16]. Reddy, C. M. K., Ramesh, B., & Macrin, D. (2020). Influence of bacteria Bacillus subtilis and its effects on flexural strength of concrete. Materials Today: Proceedings, 33, 4206-4211.

[17]. Su, Y., Zheng, T., & Qian, C. (2021). Application potential of Bacillus megaterium encapsulated by low alkaline sulphoaluminate cement in self-healing concrete. Construction and Building Materials, 273, 121740.

[18]. Vijay, K., & Murmu, M. (2020). Effect of calcium lactate and Bacillus subtilis bacteria on properties of concrete and self-healing of cracks. International Journal of Structural Engineering, 10(3), 217-231.

[19]. Zhang, L. V., Suleiman, A. R., Marani, A., & Nehdi, M. L. (2021). Comparative study on self-healing behavior of alkali-activated composites and cement-based materials. CSCE 2021 Annual Conference Inspired by Nature - Inspiré par la Nature.

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Case Study

Road Safety Measures in Urban Scenario - A Case Study in Bengaluru

Basavaraj Akki* , Rashmi S. M., Pramukh N.*

*-** Department of Civil Engineering, JSS Academy of Technical Education, Bengaluru, India.

Akki, B., Rashmi, S. M., and Pramukh, N. (2023). Road Safety Measures in Urban Scenario - A Case Study in Bengaluru. i-manager’s Journal on Civil Engineering, 13(1), 32-43. https://doi.org/10.26634/jce.13.1.19292

Abstract

Road safety audit is defined as a formal safety performance examination of an existing or future road or intersection by an independent, multidisciplinary team. It qualitatively estimates and reports on potential road safety issues and identifies various measures for improving safety for all road users. The current scenario of urban road accidents in our country show that urban safety is in a critical state, emphasizing the need for a current urban road safety audit. This article examines the various factors that influence safety on urban road accidents, including human, vehicle, road, external environment, and other factors, and summarizes the implications and steps taken for an urban road traffic safety audit. This article explores the current state of road safety in Bengaluru, examining the various factors that contribute to accidents and identifying potential solutions to improve safety in the city's roads. Through an analysis of existing research and data, this article aims to provide a comprehensive overview of the challenges and opportunities for improving road safety in Bengaluru, with the goal of reducing the number of accidents and saving lives. The selected area is from Uttarahalli Circle to Srinivaspura Road in Kengeri, a 7-kilometer stretch on Dr Vishnuvardhan Road, as it is a busy road connecting industrial, commercial, and educational areas and has mixed and heterogeneous traffic, leading to accidents. The audit has been conducted using the following guidelines of IRC SP: 88. Measures of road signs, markings, message signs, delineators, hazard markers, and traffic safety barriers have been done based on the requirements. In conclusion, significant measures need to be taken to improve roads safety and have them listed accordingly.

References

[1]. Aggarwal, P. (2022). Road Rash: Accidents Went Down in 2020 but There is more than meets the Eye.

[2]. Bhatt, M. T. S. A., & Gulghane, A. (2020). A Review article of round about analysis at Bangalore (bannerghatta nice road junction) city. International Journal of Scientific Research & Engineering Trends, 6(2), 771-775.

[3]. Chatterjee, S., Bandyopadhyaya, P. S., & Mitra, S. (2020). Identifying critical safety issues on two-lane national highways in India-a case study from NH 117 and NH 60. Transportation Research Procedia, 48, 3908-3923.

[4]. Chourasia, R., Agrawal, H. K., & Nagar, B. (2020). Case study on the effect of geometric design consistency on level of safety for rural roads under Indian conditions. International Research Journal of Engineering and Technology, 7(6), 7165-7170.

[5]. Government of India. (n.d.). Road Accidents in India 2020.

[6]. Indian Roads Congress. (2015). Code of Practice for Road Markings (IRC-35:2015), New Delhi, India.

[7]. Kanuganti, S., Agarwala, R., Dutta, B., Bhanegaonkar, P. N., Singh, A. P., & Sarkar, A. K. (2017). Road safety analysis using multi criteria approach: A case study in India. Transportation Research Procedia, 25, 4649-4661.

[8]. Kapoor, P. (2018). India Way Behind 2020 Target, Road Accidents Still Kill Over a Lakh a Year.

[9]. Pei, X., Wong, S. C., & Sze, N. N. (2012). The roles of exposure and speed in road safety analysis. Accident Analysis & Prevention, 48, 464-471.

[10]. Sharma, H., & Agarwal, S. (2018). Road safety audit: challenges and remedies. International Journal of Engineering Research and Application, 8(1), 5-9.

[11]. The Statesman. (n.d.). NHAI Imparting Training to Its Engineers in Road Safety Audit.

i-manager's Journal on Civil Engineering (JCE)

Current Issue Vol. 14 Issue 3

Most Read

Most Cited

Volume 13 Issue 1 January - March 2023

Methodology for Teaching Anthropometry in the First Year Architectural Design Studio

Meeta Tandon*

Faculty of Architecture and Planning, Dr. A. P. J. Abdul Kalam Technical University, Uttar Pradesh, India.

Tandon, M. (2023). Methodology for Teaching Anthropometry in the First Year Architectural Design Studio. i-manager’s Journal on Civil Engineering, 13(1), 1-8. https://doi.org/10.26634/jce.13.1.19148

Abstract

References

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Estimation of Dependable Flow in River Baspa at Kuppa Barrage using Flow Duration Curve

Vivekanandan N.*

Scientist of Central Water and Power Research Station, Pune, Maharashtra, India.

Vivekanandan, N. (2023). Estimation of Dependable Flow in River Baspa at Kuppa Barrage using Flow Duration Curve. i-manager’s Journal on Civil Engineering, 13(1), 9-17. https://doi.org/10.26634/jce.13.1.19146

Abstract

References

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Study of the Effect of Global and Local Ductility on High - Rise RCC Building in High Seismic Zone

Sushma C. K.* , Vijayalakshmi Akella**

*-** Dayanandasagar college of Engineering, Bengaluru, India.

Sushma, C. K., and Akella, V. (2023). Study of the Effect of Global and Local Ductility on High - Rise RCC Building in High Seismic Zone. i-manager’s Journal on Civil Engineering, 13(1), 18-24. https://doi.org/10.26634/jce.13.1.19332

Abstract

References

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Study on Bacteria Based Self-Healing Properties of Bio-Concrete - An Overview

Bhanusuresh H. S.*

School of Civil Engineering, REVA University, Bengaluru, Karnataka, India.

Bhanusuresh, H. S. (2023). Study on Bacteria Based Self-Healing Properties of Bio-Concrete - An Overview. i-manager’s Journal on Civil Engineering, 13(1), 25-31. https://doi.org/10.26634/jce.13.1.19319

Abstract

References

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Road Safety Measures in Urban Scenario - A Case Study in Bengaluru

Basavaraj Akki* , Rashmi S. M.**, Pramukh N.***

*-** Department of Civil Engineering, JSS Academy of Technical Education, Bengaluru, India.

Akki, B., Rashmi, S. M., and Pramukh, N. (2023). Road Safety Measures in Urban Scenario - A Case Study in Bengaluru. i-manager’s Journal on Civil Engineering, 13(1), 32-43. https://doi.org/10.26634/jce.13.1.19292

Abstract

References

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Basavaraj Akki* , Rashmi S. M., Pramukh N.*